ML102871056
| ML102871056 | |
| Person / Time | |
|---|---|
| Site: | Crystal River  |
| Issue date: | 09/20/2010 |
| From: | Progress Energy Co |
| To: | Office of Information Services |
| References | |
| FOIA/PA-2010-0116 EC 75218, Rev 0 | |
| Download: ML102871056 (122) | |
Text
PCHG-DESG Engineering Change 0000075218RO EC 75218, Revision 0 6.0 FRAME AND PLATFORM ANALYSIS 6.1 LOAD COMBINATIONS 6.1.1 The combination of design loads applied to the structures in this calculation has been performed in accordance with section 2.4.1 of Reference 2.1.1. This calculation has omitted some design loads (Ice, Snow, Fluid, Rain, etc) because they are not applicable. For this reason, some of the load combinations listed in the reference have been omitted and only the governing combinations (worst case) are used.
Also, equipment loads (OL1, 0L2, 0L3, etc.) have been added to the appropriate combinations to properly represent operational loads. Any minor differences from the referenced load combinations were made to add additional conservatism.
6.1.2 The Load Combinations used for all the Upper Support Frames are as follows.
DL + LL DL + LL + OL WL = WLX or WLZ DL + OL +/- (WL or O.7EL)
EL = (ELX or ELZ) + ELY DL + 0.75LL + OL +/- 0.75(WL or 0.7EL) 6.1.2.1 In addition to the load combinations outlined in Reference 2.1.1, Section 3.3.4.1 of Reference 2.1.3 states "At no time shall the rated load be placed in its most outboard position without a system stability factor of 4." In the RISA-3D analysis, the AISC standard uses 60% of yield strength to determine the member's allowable stress. In order to meet this requirement, PSC is using a load factor of 2.4 (4 x 60% = 2.4) to reach the 4:1 rating (rated hoist load x 2.4/60% = rated hoist load x 4) for the overload calculation of the outrigger beams. The load combination used for the 4:1 calculation is as follows.
DLusF + 2.4DLpLT + 2.4LL + OLt 6.1.3 The Load Combinations used for all the work platforms are as follows.
All lateral loading on the work platforms is excluded because it is considered negligible due to the pendulum effect of hanging from cables. In addition to the required vertical loading, the platforms have been evaluated to five (5) times their rated live load. The live load due to equipment is not included with respect to the 5:1 overload since the weights are not subject to potential overload in the manner that general live load is.
DL + LL + OL*
DL + LLSt + OL*
6.2 MEMBER RESULTS 6.2.1.1 All of the members for each USF have been designed in accordance with ASCE 7-05 [Reference 2.1.1],
AISC 9th Edition ASD [Reference 2.1.2] and ASME A120.1-2006 [Reference 2.1.3].
6.2.1.2 All of the Upper Support Frames have been designed for both lateral and vertical loads by analyzing the appropriate load conditions from section 6.1.2 with RISA-3D Version 7.1. All of the Work Platforms were designed for the vertical loads designated in Section 6.1.3 using RISA 3D. RISA-3D calculates the stresses in each member, with respect to the member size and designation, and checks them against the allowable stresses defined in the applicable code.
6.2.1.3 In all cases, the results from the members' stresses, code checks, deflections, and boundary condition reactions were calculated within acceptable limits. The model configuration, applied loads with corresponding code checks and reactions, and a tabulation of the envelope solution inputs and results for each model are included with this calculation in Attachment A through Attachment E. The envelope solution provided in table format presents the worst case data from all load combinations evaluated.
OL refers to different equipment configurations based on which USF/Platform is being considered. All possible configurations are evaluated.
1 OL refers, in this case, to the worst case equipment configuration only (e.g. OL1 or 0L2, whichever is worse plus 0L3 if applicable) for the sake of simplicity/conservatism.
LLS refers to Live Load Special, which is equivalent to 5 times the specified Live Load (i.e. LLS = 5LL)
Attachment "B" Calculation CR-N1013-100 (Page 17 of 219) 16 Page 157 of 364 Z
PCHG-DESG Engineering Change 0000075218RO EC 75218, Revision 0 F:u2A......
A.1.
I-',
o -.
OT Q
r t4 6.3 TIE-DOWNS FOR UPLIFT AND LATERAL RESTRAINT 6.3.1 The back end of each frame will be tied down to the containment building rails to prevent uplift at the back end of the frame in two places (one each side) using a rail clamp system custom designed and fabricated by PSC. The tie down will use the same concept as that shown in Reference 2.1.11. The tie-down system will have a capacity of 45 kips at each location, which is an increase over the 40 kips from Reference 2.1.11. The system that is used in lieu of the system in Reference 2.1.11 will be designed and tested acceptably to withstand 45 kips in the same manner previously shown.
6.3.2 During high wind conditions all of the work platforms will be lowered to a secure elevation, where they either will be protected or suitably restrained.
6.3.3 The maximum uplift reaction vector the rear tie down locations will have to sustain is determined by reviewing the resulting reactions from each load combination solution as well as the overturning calculations from Section 6.4. The maximum uplift reactions come from the envelope solutions for all of the Upper Support Frames are all less than the 45 kips allowed.
6.3.4 In order to withstand the lateral design loads, a system of two separate restraints will be used. At all times the frame will be protected from falling off the containment building by utilizing a set of horizontal rollers which will bear on the web of the containment rails. Once each USF has reached its working position it will be laterally restrained in the direction parallel (tangent) to the rails using a combination of rigging components.
6.3.5 The lateral restraints parallel (tangent) to the rails will be made up of rigging components which attach to existing gusset plates located on the base of the frame. The rigging components will be secured around at least two embedment base plates of the containment rail. This configuration will allow adequate movement during an earthquake because there will be some slack in the system. This movement will restrict the use of these restraints to wind loading when the restraints will be tightened by the frame rolling a small amount under wind loading. Figure 6-1 shows the setup of the lateral restraint at each point, and Table 6-1 defines the minimum size the components may be. Example part numbers from McMaster-Carr are listed as well, however these are suggested components, and like items may be substituted.
FIGURE 6-1: TANGENTIAL LATERAL RESTRAINTS Frame Base Attachment "B" Calculation CR-N 1013-100 Z16 (Page 18 of 219)
Page 158 of 364
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 DOCUMENT NUMBER:
CR-N1013-100 REVISION:
0 PAGE:
15 DOCUMENT TITLE:
CRYSTAL RIVER UNIT 3: TENDON ACCESS EQUIPMENT DESIGN PROJECT TITLE:
CR3 STEAM GENERATOR REPLACEMENT PROJECT DATE:
09/08/08 A
B C
Gusset Shackle Web Sling 5/8" Plate 3/4" 3" x Length as needed N/A See Below N/A 14K 70K 3663T44 17.6K 88K 3360T83 6.3.5.1 The hole in the gusset is located 2" from the edge of the plate. The ultimate capacity of each gusset is calculated as:
F. = (2X1.5"Xo.5"X58ksi) = 87K 6.3.5.2 The largest wind load any of the tie downs can possibly see in the parallel (tangential) direction is the entire tornado load on the BT2-60° & BT5-240° Upper Support Frames. This is extremely conservative, since each platform will be tied laterally in both directions at four places, however the safety factor for one tie down is calculated below for the entire tornado load. The shackle, which is the weakest part of the system, is used for the calculation.
F.S. -
FULT-Shackle FTomado 70K 27.76K =2.52
.-.ACCEPTABLE 6.3.6 The lateral restraints perpendicular (radial) to the containment rails will consist of a stub column dropped from the cross-beams located directly behind the rails. A 15-ton ( 3 0 K) screw jack with a 15-ton Hillman machinery roller will bear against the web of the containment rails. Figure 6-2 outlines the basic components included in this restraint. Each of the BT2-600 & BT5-2400 Upper Support Frames will have four (4) of these restraint setups (3 along the inside rail and 3 along the outside rail). Each of the BT3-1200 & BT4-1800 Upper Support Frames will have 8 setups (4 along the inside rail and 4 along the outside rail). The rollers will be positioned as low as possible on the containment rails so as to minimize the bending moment induced into the existing embedments.
FIGURE 6-2: RADIAL LATERAL RESTRAINTS Shim as Req'd to keep roller at rail base W8X40 Stub Column Concrete Frame Cross Beam 15 Ton Screw Jack Hillman Roller Containment Rail 6.3.6.1 The distribution of the restraints will keep the reactions on the frames themselves as well as the containment building rails at a minimum. In their current configuration, the restraints and containment rails are acceptable up to a load of 30 kips. Currently none of the reactions from any load combinations from either platform result in a value greater than 30 kips. Therefore, this restraint system is deemed acceptable by engineering judgment.
Attachment "B" Calculation CR-N 1013-100 (Page 19 of 219)
Page 159 of 364 Z16
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 ARAAzRMuni IcA. riiuo 404 01 C
6.4 OVERTURNING STABILITY 6.4.1 Stability factors against overturning have been calculated for all of the Upper Support Frames to ensure their ability to remain on the containment dome under various loading conditions. The stability factor is the ratio of the negative moment (overturning) to the positive moment (tie-backs/counterweight). One of the working load conditions is used to check for the acceptance of the ANSI 4:1 overturning requirement described in section 6.1.2.1. The others include the various working load combinations as well as the transit load (when platform is being moved around the dome) combinations.
6.4.2 Figure 6-3 below shows the location and dimensions of the overturning forces for the BT2-600 & BT5-2400 Upper Support Frames during operation. The overturning stability/safety factors are calculated below in Table 6-2 and Table 6-3.
FIGURE 6-3: BT2-60o & BT5-240o USF OVERTURNING DIMENSIONS COUNTER WEIGHT 9'-8" 92" 7'-6" 1-31.2 5 -TON HOIST BASKET BASKET
& SPIDER 6.4.3 Table 6-2 below calculates the overturning stability factor for the working load condition of the BT2-600 &
BT5-2400 Upper Support Frames. The working load condition consists of the design working loads (i.e.
Basket at full design load, Hoist at full design load at most outboard position, spider baskets at their full design load). The only resisting moment is provided by the counterweight. This condition will never actually occur, but it is used to demonstrate that the tie-downs are not needed under normal design conditions.
TABLE 6-2: BT2-60o & BT5-240o USF WORKING LOAD OVERTURNING Z16 Attachment "B" Calculation CR-N1013-100 (Page 20 of 219)
Page 160 of 364
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 man aQ9 6.4.4 Table 6-3 calculates the overturning stability factor for the 4:1 requirement. This load condition also consists of the full design working loads; however in this case both the counterweight and tie-downs are considered. In the calculation below, the tie-downs are only evaluated at 25K to demonstrate what is needed to achieve the 4:1 stability factor even though they will be designed to provide 4 5 K if needed.
TABLE 6-3: BT2-60o & BT5-240= USF ANSI 4:1 OVERTURNING FrmeWeight Hos Foc oain Fre Lcto I
m 6.4.5 Figure 6-4 below shows the location and dimensions of the overturning forces for the BT2-600 & BT5-2400 Upper Support Frames during transit when the front legs of the platform must be raised. The amount of time the USF is in this configuration is extremely minimal, as the only situations which the legs will be raised will be to clear miscellaneous conduit obstructions on the containment dome.
FIGURE 6-4: BT2-60o & BT5-240o USF TRANSIT OVERTURNING DIMENSIONS COUNTER WEIGHT
!4 5-TON HOIST C.O.G.
BASKET BASKET
& SPIDER
/ -
6' TIE DOWNS 6.4.6 Table 6-4 calculates the overturning stability of the BT2-600 & BT5-2400 Upper Support Frames during transit. This loading condition consists of design working loads for both the basket and the spider basket, but not the hoist. The hoist may not be moved outboard, and must be located at the position indicated when the front legs of the platform are raised. Both the counterweight and the tie-downs to the extent necessary are considered in the evaluation.
Attachment "B" Calculation CR-N 1013-100 Z16 (Page 21 of 219)
Page 161 of 364
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0
=1 "
E! 0-v I ThAI ~ R.A RT~.Afl. A RTR.2Aflo IIRF TaA~,T I flAn AVFDTIIAMIMf TABLE 6-4: BT2-60* & BTS-240, LISF TRANSIT LOAD OVERTURNING Basket Spider Baskets Counterweight Tie Down Reaction at "A"
47.17 K irce Location Force Location Force Location Force Location Reaction at "B" =
6.72 K 71 K 9.46 ft.
1.25 K 9.46 ft.
30.0 K 5.0 ft.
7.0 K 6.0 ft.
7Saftey Factor 6.4.7 Figure 6-5 below shows the location and dimensions of the overturning forces for the BT3-1200 & BT4-1800 Upper Support Frames during operation. The overturning stability/safety factors are calculated below in Table 6-5, Table 6-6 and Table 6-7.
FIGURE 6-5: BT3-120- & BT4-180° USF OVERTURNING DIMENSIONS COUNTER WEIGHT 9'-5" 14' 8'-8" SPIDERS BASKET BASKET 6.4.8 Table 6-5 calculates the overturning stability factor for the coiler setup working load condition of the BT3-1200 & BT4-1800 Upper Support Frames. The coiler setup working load condition consists of the design working loads when setup to remove tendons. The only resisting moment is provided by the counterweight. This condition will never actually occur, but it is used to demonstrate that the tie-downs are not needed under normal design conditions.
TABLE 6-5: BT3-120" & BT4-180" USF COILER SETUP OVERTURNING Foe-Lc~atio~n Fre Lctio 154K i1.88 ft.
Counterweight Tie Downs Force Location Force Location 540K 9.42 ft.
Attachment "B" Calculation CR-N 1013-100 Z16 (Page 22 of 219)
Page 162 of 364
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0
_m~fRRncnAni A..
Pir.I raun A&i AT 4 6.4.9 Table 6-6 calculates the overturning stability factor for the stressing setup working load condition of the BT3-1200 & BT4-180 0 Upper Support Frames. The stressing setup working load condition consists of the design working loads when setup to de-tension and re-tension tendons. The only resisting moment is provided by the counterweight. This condition will never actually occur, but it is used to demonstrate that the tie-downs are not needed under normal design conditions.
TABLE 6-6: BT3-120o & BT4-180o USF STRESSING SETUP OVERTURNING Frame Weight H
15.4eK 1 1.87 ft.
Counterweight Tie Downs Foc oato oc
[
octio 6.4.10 Table 6-7 calculates the overturning stability factor for the 4:1 requirement of the BT3-1200 & BT4-1800 Upper Support Frames. This load condition also consists of the coiler setup design working loads; however in this case both the counterweight and tie-downs are considered. In the calculation below, the tie-downs are only evaluated at 44K to demonstrate what is needed to achieve the 4:1 stability factor.
TABLE 6-7: BT3-120o & BT4-180* USF ANSI 4:1 OVERTURNING I
FrmeWeight Hos ForceLocation Foc Location 154j 187 ft..
J Conerweight Tie Downs FreLocation Force Location
- 54.
K.42ft.44.K.75 ft.
440K97 t
=1 Attachment "B" Calculation CR-N1013-100 Z16 (Page 23 of 219)
Page 163 of 364
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Ill IFll-IIfTIllIII fll
- **/.l, 6.4.11 Figure 6-6 below shows the location and dimensions of the overturning forces for the BT3-1200 & BT4-1800 Upper Support Frames during transit when the front legs of the platform must be raised. The amount of time the USF is in this configuration is extremely minimal, as the only situations which the legs will be raised will be to clear miscellaneous conduit obstructions on the containment dome.
FIGURE 6-6: BT3-120 & BT4-1800 USF TRANSIT OVERTURNING DIMENSIONS COUNTER WEIGHT I*~
17'-34" S6'-34"-
I BASKET SPIDERS BASKET 6.4.12 Table 6-8 calculates the overturning stability of the BT3-1200 & BT4-180° Upper Support Frames during transit. This loading condition consists of design working loads for both the basket and the spider basket in the coiler setup. This is due to the fact that the coiler setup loads control the design due to their magnitude. Both the counterweight and the tie-downs to the extent necessary are considered in the evaluation.
TABLE 6-8: BT3-120* & BT4-180* USF TRANSIT LOAD OVERTURNING 11 Attachment "B" Calculation CR-N1013-100 (Page 24 of 219)
Page 164 of 364 Z16
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 7.0 VERTICAL COILER PLATFORM 7.1 EQUIPMENT ARRANGEMENT 7.1.1 The tendon coiler being used to remove and replace vertical tendons will be placed on a steel platform to allow for efficient movement and positioning between tendons. The frame will be supported on four machinery rollers which will ride on the containment rail system, as well as stub columns and rollers on the concrete in the same manner as the Upper Support Frames.
7.1.2 A hydraulic truck crane will be mounted to the platform and used to assist in the removal and placement of tendons in and out of the coiler. The crane has a 10,000 lb capacity at a maximum radius of 6 feet. The maximum moment the frame must withstand is 60 kip-feet. The crane itself weights 2,250 lbs.
7.1.3 At each of the four rail support points, the platform will be tied down to the rail using PSC custom tie downs similar to those shown in Reference 2.1.11 and Section 6.3. The tie-downs will resist any lateral force applied to the frame as well as any overturning moment resulting from use of the crane. Each tie-down will be designed to withstand 45 kips of uplift force for a total hold-down force of 260 kips.
7.2 DESIGN LOADS 7.2.1 The design loads used in the analysis of the Vertical Coiler Platform are listed below in Table 7-1.
COILER D.L.
8.5 40 0.2125 TENDON IN COILER L.L.
6.0 40 0.15 HYDRAULIC CRANE D.L.
2.25 FLOOR LOADING L.L.
16.0 160 0.100 LIFTING TENDON L.L.
60 10 6.0 7.3 LATERAL LOADS 7.3.1 The wind loading is calculated below. The wind loading has been applied horizontally perpendicular (radial) to the containment rails to check for the platform being blown off the containment dome. The dimensions used in the wind calculation are listed below in Table 7-2 Attachment "B" Calculation CR-N 1013-100 (Page 25 of 219)
Page 165 of 364 Z16
PCHG-DESG Engineering Change 0000075218RO EC 75218, Revision 0 AttAchmnf 710- 0-go 16-
-f 4
DOCUMENT NUMBER:
CR-N1013-100 REVISION:
0 PAGE:
22 DOCUMENT TITLE:
CRYSTAL RIVER UNIT 3: TENDON ACCESS EQUIPMENT DESIGN PROJECT TITLE:
CR3 STEAM GENERATOR REPLACEMENT PROJECT DATE:
09/08/08 Progr y~less 7.3.2 Design Wind Load applied perpendicular to containment (W1 ):
F = P.Ap F, = (23o.22X86)= 19798.92/b. = 19.80K (P used from Section 2.1.2)
Distributed Load Applied in RISA:
_ F _ 19.80 W
16.0 1.24 k/ft 7.3.3 Seismic loading is not considered because the wind loading is the governing condition.
7.4 FRAME ANALYSIS 7.4.1 In all cases, the results from the members' stresses, code checks, deflections, and boundary condition reactions were calculated within acceptable limits. The model configuration, applied loads with corresponding code checks and reactions, and a tabulation of the envelope solution inputs and results for each model are included with this calculation in Attachment F. The envelope solution provided in table format presents the worst case data from all load combinations evaluated.
7.5 TIE-DOWNS AND OVERTURNING 7.5.1 All four corners of the frame attached to the containment rails will be tied down using a rail clamp system custom designed and fabricated by PSC. The tie down.will use the same concept as that shown in Reference 2.1.11. The tie-down system will have a capacity of 45 kips at each. location, which is an increase over the 40 kips from Reference 2.1.11. The system that is used in lieu of the system in Reference 2.1.11 will be designed and tested acceptably to withstand 45 kips in the same manner previously shown.
7.5.2 None of the loadings produce an uplift reaction. The PSC tie down system is more than capable of withstanding any unexpected hold down forces which may arise based on engineering judgment.
7.6 LATERAL RESTRAINT 7.6.1 In order to withstand the lateral forces, two corners of the Vertical Coiler Platform will be tied to the containment rail supports in the same manner as the USF's (see Section 6.3). The components used will be more than capable of withstanding the required lateral force calculated Attachment F.
END OF DESIGN Attachment "B" Calculation CR-N 1013-100 Z16 (Page 26 of 219)
Page 166 of 364
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 167 of 364 x
CR3 - BT2-60 & BT5-240 USF Design CR-N1i013-101 CR-N1013-101 BT2-60.BT5-240 U...
Attachment "B" Calculation CR-N 1013-100 Z16 (Page 27 of 219)
Page 167 of 364
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 168 of 364 yA IN17 118 a'h447 IN27 N421
- N20 N*,24 IN2 1448 N22
,%38
%4 144 k Ne"ft7 14~
Ne2
¶51 1449
'1439
-~
4 1134
ý445 1434 CR3 - BT2-60 & BT5-240 USF Design CR-N1013-101 CR-N1013-101 BT2-60.BT5-240 U...
Attachment "B" Calculation CR-N 1013-100 (Page 28 of 219)
Page 168 of 364 Z16
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 169 of 364 y
CR3 - BT2-60 & BT5-240 USF Design CR-Ni1013-101 CR-N1013-101 BT2-60.BT5-240 U...
Attachment "B" Calculation CR-N 1013-100 Z16 (Page 29 of 219)
Page 169 of 364
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 170 of 364 z
x CR-N1013-101 CR3 - BT2-60 & BT5-240 USF Design Attachment "B" Calculation CR-N1013-100 (Page 30 of 219)
Page 170 of 364 Z16
PCHG-DESG Engineering Change y*-
0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 171 of 364 Code Check CNlo Cal
>1.0 9 0-1. 0 75-.90
-15k 132 Member Code Checks Displayed Loads: LC 1, DL+LL Results for LC 1, DL+LL Reaction units are k and k-ft Precision Surveillance Brian Giometti CR3 - BT2-60 & BT5-240 USF Design CR-N1013-101 CR-N1013-101 BT2-60.BT5-240 U...
Attachment "B" Calculation CR-N 1013-100 (Page 31 of 219)
Page 171 of 364 Z16
PCHG-DESG Engineering Change y
0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 172 of 364 Code Check N'o Cal 901.70.9
.5o-75I 0
l
.-.50
-15k 15.3 Member Code Checks Displayed Loads: LC 2, DL+LL-OL1-OL3 Results for LC 2, DL+LL+OL1 +0L3 Reaction units are k and k-ft Precision Surveillance C Brian Giometti CR-N1013-101 CR3 - BT2-60 & BT5-240 USF Design CR-N1013-101 BT2-60.BT5-240 U...
Attachment "B" Calculation CR-N 1013-100 Z16 (Page 32 of 219)
Page 172 of 364
PCHG-DESG Engineering Change y
0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 173 of 364 ce Check l~ Cabc
.90.1.0 E.75-.9o
.50-.5 S0-*50
-15k 25 Member Code Checks Displayed Loads: LC 3. DL+LL+OL2+OL3 Results for LC 3, DL+LL+OL2+OL3 Reaction units are k and k-ft Precision Surveillance C Brian Giometti CR-N1013-1O1 CR3 - BT2-60 & BT5-240 USF Design CR-N1013-101 BT2-60.BT5-240 U...
Z16 Attachment "B" Calculation CR-N1013-100 (Page 33 of 219)
Page 173 of 364
PCHG-DESG Engineering Change y
0000075218RO EC 75218, Revision 0 Attachment Z16, Page 174 of 364 Code CheckINo Caic I0>1.0*
.75-90
.50-75 0o-50 15k
.25k 15 0
29 2 29 2 Member Code Checks Displayed Loads: LC 4, DL+OL+WLX Results for LC 4, DL+OL+WLX Reaction units are k and k-ft Precision Surveillance Brian Giometti CR-IN11013-1011 CR3 - BT2-60 & BT5-240 USF Design CR-N1013-101 BT2-60.BT5-240 U...
Attachment "B" Calculation CR-N1013-100 Z16 (Page 34 of 219)
Page 174 of 364
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 175 of 364 Code Check INo Caoi 1.0
.90-1.0
,0- 75 0.-."50
-15k 174 Member Code Checks Displayed Loads: LC 5, DL+OL-WLX Results for LC 5, DL+OL-WLX Reaction units are k and k-ft Precision Surveillance Brian Giometti CR-N1013-101 CR3 - BT2-60 & BT5-240 USF Design CR-N1013-101 BT2-60.BT5-240 U...
Attachment "B" Calculation CR-N 1013-100 (Page 35 of 219)
Page 175 of 364 Z16
PCHG-DESG Engineering Change Z
X 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 176 of 364 Coe Check INo Cal o 1.0
.90-1.0
.75-.90 50-.75 0.-.50
-15k
.41 klft
-15k
,a
-5 25 9.2
-5 37 4 Member Code Checks Displayed Loads: LC 6, DL+OL+WLZ Results for LC 6, DL+OL+WLZ Reaction units are k and k-ft Precision Surveillance Brian Giometti CR-N1013-1O1 CR3 - BT2-60 & BT5-240 USF Design CR-N1013-101 BT2-60.BT5-240 U...
Attachment "B" Calculation CR-N1013-100 Z16 (Page 36 of 219)
Page 176 of 364
PCHG-DESG Engineering Change y
0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 177 of 364 Code Check
- No Calc
- 705-.90
-15k 92 Member Code Checks Displayed Loads: LC 7, DL+OL-WLZ Results for LC 7, DL+OL-WLZ Reaction units are k and k-ft Precision Surveillance Brian Giometti CR-N1013-101 CR3 - BT2-60 & BT5-240 USF Design CR-N1013-101 BT2-60.BT5-240 U...
Attachment "B" Calculation CR-N 1013-100 (Page 37 of 219)
Page 177 of 364 Z16
PCHG-DESG Engineering Change Y
0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 178 of 364 Code Check INo Calc m.-'501
-15k
- 5. 194k 5.194k 5194k 37 1 Member Code Checks Displayed Loads: LC 8, DL+OL+0.7(ELX+ELY)
Results for LC 8, DL+OL+0.7(ELX+ELY)
Reaction units are k and k-ft Precision Surveillance CorF Brian Giometti CR-N1013-101 CR3 - BT2-60 & BT5-240 USF Design CR-N1013-101 BT2-60.BT5-240 U...
Attachment "B" Calculation CR-N1013-100 (Page 38 of 219)
Page 178 of 364 Z16
PCHG-DESG Engineering Change y
0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 179 of 364 Code Check J75-90
.50:J5
- 0-50
-15k
-,791k
-.791k 9,5 Member Code Checks Displayed Loads: LC 9, DL+OL-0.7(ELX+ELY)
Results for LC 9, DL+OL-O.7(ELX+ELY)
Reaction units are k and k-ft Precision Surveillance Corr Brian Giometti CIR-N 1013-101 CR3 - BT2-60 & BT5-240 USF Design CR-N1013-1O1 6T2-60.BT5-240 U...
Attachment "B" Calculation CR-N 1013-100 Z16 (Page 39 of 219)
Page 179 of 364
PCHG-DESG Engineering Change y
0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 180 of 364 Code Chesl tt* O Catk,
.75-.90
-15k 3.171k 32,5 Member Code Checks Displayed Loads: LC 10, DL+OL+0.7(ELZ+ELY)
Results for LC 10, DL+OL+0.7(ELZ+ELY)
Reaction units are k and k-ft Precision Surveillance Corp Brian Giometti
/
CR-NI1013-101/
CR3 - BT2-60 & BT5-240 USF Design Attachment "B" Calculation CR-N1013-100 Z16 (Page 40 of 219)
Page 180 of 364
PCHG-DESG Engineering Change z xl 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 181 of 364 Code Check No Calc 1.01
.90-1.0
.75,90/
.50--7 15k
-.791k
-.791k
-3.171k
-3.171k 14 1 Member Code Checks Displayed Loads: LC 11, DL+OL-0.7(ELZ+ELY)
Results for LC 11, DL+OL-0.7(ELZ+ELY)
Reaction units are k and k-ft Precision Surveillance Corp Brian Giometti CR-N1013-1O01 CR3 - BT2-60 & BT5-240 USF Design CR-N1013-101 BT2-60.BT5-240 U...
(Page 41 of 219)
Page 181 of 364 Attachment "B" Calculation CR-N 1013-100 Z16
PCHG-DESG
,281 kf Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 182 of 364 Coe CheckI?1
- _No Calc
.75-. 90
-15k 29 Member Code Checks Displayed Loads: LC 12, DL+0.75LL+OL+0.75WLX Results for LC 12, DL+0.75LL+OL+0.75WLX Reaction units are k and k-ft Precision Surveillance Brian Giometti CR3 - BT2-60 & BT5-240 USF Design CR-N1013-1O1 CR-N1013-101 BT2-60.BT5-240 U...
Attachment "B" Calculation CR-N1013-100 (Page 42 of 219)
Page 182 of 364 Z16
PCHG-DESG Engineering Change y
0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 183 of 364 Code Check i No Calc 01.0
.90-1.0
.75-.90 50,75 0-*50
-15k 20.1 Member Code Checks Displayed Loads: LC 13, DL+0.75LL+OL-O.75WLX Results for LC 13, DL+0.75LL+OL-0.75WLX Reaction units are k and k-ft Precision Surveillance Corp Brian Giometti CR-N1013-101 CR3 - BT2-60 & BT5-240 USF Design CR-N1013-101 BT2-60.BT5-240 U...
Z16 Attachment "B" Calculation CR-N 1013-100 (Page 43 of 219)
Page 183 of 364
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 184 of 364 Y
Code Check No Calk
.75-.90
.0-ýo5
-15k
.308k/ft
-15k
-3 7 20, 153 35 2 Member Code Checks Displayed Loads: LC 14. DL+0.75LL+OL+0.75WLZ Results for LC 14, DL+0.75LL+OL+0.75WLZ Reaction units are k and k-ft Precision Surveillance Cor Brian Giometti CR-N1013-101 CR3 - BT2-60 & BT5-240 USF Design CR-N1013-101 BT2-60.BT5-240 U...
(Page 44 of 219)
Page 184 of 364 Attachment "B" Calculation CR-N1013-100 Z16
PCHG-DESG Engineering Change y
0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 185 of 364 Code Check NoCalc
.90-1t.0 U.75,90
.50-.75 0-5
-15k 14 Member Code Checks Displayed Loads: LC 15, DL+0.75LL+OL-O.75WLZ Results for LC 15, DL+0.75LL+OL-O.75WLZ Reaction units are k and k-ft Precision Surveillance Brian Giometti r
CR-N1013-101 CR3 - BT2-60 & BT5-240 USF Design CR-N1013-101 BT2-60.BT5-240 U...
(Page 45 of 219)
Page 185 of 364 Attachment "B" Calculation CR-N1013-100 Z16
PCHG-DESG Engineering Change Z
X 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 186 of 364 Code Check INo Calcl
.9 -.
-15k 3.895k 3.895k 3.895k 34 9 Member Code Checks Displayed Loads: LC 16, DL+0.75LL+OL+0.75(0.7ELX+0.7ELY)
Results for LC 16, DL+0.75LL+OL+0.75(0.7ELX+0.7EL' Reaction units are k and k-ft Precision Surveillance Corp Brian Giometti CR-N1013-101 CR3 - BT2-60 & BT5-240 USF Design CR-N1013-101 BT2-60.BT5-240 U...
(Page 46 of 219)
Page 186 of 364 Attachment "B" Calculation CR-N1013-100 Z16
PCHG-DESG zix Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 187 of 364 Code Check I[No Calc!
I 1.0o o
[.90-1.0o
-15k
-.593k 14,2 Member Code Checks Displayed Loads: LC 17, DL+0.75LL+OL-0.75(0.7ELX+0.7ELY)
Results for LC 17, DL+0.75LL+OL-O.75(0.7ELX+0.7ELY)
Reaction units are k and k-ft Precision Surveillance Corp Brian Giometti CR-N`1013-101 CR3 - BT2-60 & BT5-240 USF Design CR-N1013-101 BT2-60.BT5-240 U...
(Page 47 of 219)
Page 187 of 364 Attachment "B" Calculation CR-N 1013-100 Z16
PCHG-DESG Engineering Change LAx 000007521 8R0 EC 75218, Revision 0 Attachment Z16, Page 188 of 364 Code CheckINo Celc
.90-1.0
.75-90 0-5.0
-15k 2.378k 31 4 Member Code Checks Displayed Loads: LC 18, DL+0.75LL+OL+0.75(0.7ELZ+0.7ELY)
Results for LC 18, DL+0.75LL+OL+0.75(0.7ELZ+0.7EL Reaction units are k and k-ft Precision Surveillance or Brian Giometti CR-N1013-101 CR3 - BT2-60 & BT5-240 USF Design CR-N1013-101 BT2-60.BT5-240 U...
(Page 48 of 219)
Page 188 of 364 Attachment "B" Calculation CR-N 1013-100 Z16
PCHG-DESG Engineering Change yA 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 189 of 364 Code-CheckI LNo Calc
.75-. 90 50 7o5
-15k
-.593k
-15k
-.593k
-.593k
-2."
-2.378k,
-2.378k-34.6 179 Member Code Checks Displayed Loads: LC 19, DL+0.75LL+OL-0.75(0.7ELZ+0.7ELY)
Results for LC 19, DL+O.75LL+OL-0.75(0.7ELZ+0.7ELY)
Reaction units are k and k-ft Precision Surveillance Corr Brian Giometti I
CR3 - BT2-60 & BT5-240 USF Design CR-N1013-101 CR-N1013-101 BT2-60.BT5-240 U...
(Page 49 of 219)
Page 189 of 364 Attachment "B" Calculation CR-N 1013-100 Z16
PCHG-DESG Engineering Change Zy 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 190 of 364 Code Check I No Cabl 90-1.0
.75-90
.50-75 0-50 15k 46.2 Member Code Checks Displayed Loads: LC 20,4:1 EQUIV Results for LC 20, 4:1 EQUIV Reaction units are k and k-ft Precision Surveillance Brian Giometti CR-N1013-101 CR3 - BT2-60 & BT5-240 USF Design CR-N1013-101 BT2-60.BT5-240 U...
Z16 Attachment "B" Calculation CR-N 1013-100 (Page 50 of 219)
Page 190 of 364
PCHG-DESG Engineering Change Y
z~x 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 191 of 364 Code Check S >1.0 Member Code Checks Displayed Solution: Envelope CR3 - BT2-60 & BT5-240 USF Design CR-N1013-101 Attachment "B" Calculation CR-N 1013-100 Z16 (Page 51 of 219)
Page 191 of 364
PCHG-DESG Engineering Change 0000075218RO EC 75218, Revision 0 Attachment Z16, Page 192 of 364 Checked By: CýC Company Precision Surveillance Designer Brian Giometti Job Number CR-NI1013-101 CR3 - BT2-60 & BT5-240 USF Design Global DiSDlav Sections for Member Calcs 2
-a'A lInternadlfSdtidns for -Mefbe? Caics 1100-Include Shear Deformation Yes Ifilude Wdor~iiT
-)Yes Area Load Mesh (in^2) 1144 Me
'T--'
'I1-i<n'.*
- w")
__112 LP-Delta Analysis Tolerance
.0.50%
E'f t ical1 Axi s 7 -~ -
Hot Rolled Steel Code I AISC: ASD 9th o~ld;?F6med-Steel Code
4~
AlSi 99: ASID LWood Code I NDS 91/97: ASD LWood Temperature QOF.
Concrete Code I ACI 2002 IN umber of Shear Regions I4 Biaxial Column Method I PCA Load Contour Pafr? Bedt-aIFddt&or,'(RCA'"
6 5
- Y Concrete Stress Block Rectangular U§s*. raclf,edSetiLons
-Yes*;:;*'*
Bad Framing Warnings No UrKG,1/2d Fcif 0,WaFn ifig s, Yes Hot Rolled Steel Properties Label E [ksil G [ksi]
Nu Therm (\\1E5 F)
Density[k/ft^3]
Yield[ksi]
1 A36 Gr.36 29000 11154 -3
.65
.49 36 s2_
A572 Gr.50~2~F 2900'00~
11~154
.3
.65
.49 50 3
A992 29000 11154
.3
.65
.49 50 14 1
A500F-Or.42<
29000K"-
11'154
.3
.65
.49 42 5
A500 Gr.46 29000 I
11154
.3
.65
.49 46 6
CAboe '-1 20c<
'-11154
.3
.65 0
60 Material Takeoff Material Size Pieces Lengthif Weiaht[K]
1 Hot Rolled Steel 2
A36 Gr.16 L 2',X-2-X 4 4
- 34.6 21 3
A36 Gr.36 L4X4X4 8
89.5
.6 4
I1
_1
.1 5
A36 Gr.36 TU4X4X6 2
4.5 0
6' A360(Gý.36~.
W14X30 2
1i5 I
.5 7
A36 Gr.36 W14X43 4
40.3 1.7 8_
A36 Gr.36
~
W21 X73
~<~~
222 53.3
'3.9' 9
A36 Gr.36 W8X28 2
15
.4 10 A36.Gr.36 *%i-'i?
W8X40 4
-56.7 2.3 11 Cable 1 3/4 IN WIRE ROPE 4
64.2 0
12 Total:HR Steel 36 418.1A 10.7 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rules A ['n21 lyyjin4]
lzz Fin4l J [in4]
1 1 USF Main W21X73 Beam
]Wide Flange A36 Gr.36 Typical 21.5 70.6 16007 3.02 2I -1 USEIlCross S10x25:4
,Beams< Iid6 Flange A36.Gr:36 Tyi ical 7.46 6.79 124 1
.6 3
USF 0 Cross W8X28 Beam Wide Flange A36 Gr.36 Typical 8.25 21.7 98 T.54 L4 I Base'Main W14X,43,ý.
Beam- ---
LWi.
Wde Flaýngge A36'Gr-36 T
1ical,,.12.6 45.2 428 1 -1.05 RISA-3D Version 7.1.3
[M:\\...\\...\\...\\Engineering\\Design\\CR-N1013-101 BT2-60.BT5-240 USF.R3D]
Page 26 Attachment "B" Calculation CR-N 1013-100 Z16 (Page 52 of 219)
Page 192 of 364
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 193 of 364 Checked By: CýC Company Precision Surveillance Designer Brian Giometti Job Number: CR-N1013-101 CR3 - BT2-60 & BT5-240 USE Design Hot Rolled Steel Section Sets (Continued)
Label Shape Type Design List Material Design Rules A [n2].I. in4l zz [in41 J n 5
Base Cross W14X30 Beam Wide Flange A36 Gr.36 Typical 8.85 19.6 L291 ']-..38 7
Front Columns -
W8X40 Column Wide Flange A36 Gr.36 Typical 11.7 49.1 146 1.12
,8 Front Brace*'e 3/4 IN WIR:.. HBrace&- Round Def...-
Cable.
Tv pica1
.917 1
1 1
9 Side Brace L4X4X4.
HBrace Single Angle A36 Gr.361 Typical 1.94 3.04 3.04
.044 10 Base Rear..:`*
,W14X43- ;>Bea6m,. Wide, Flange A36 Gr.36 Typical':
' 12.6 45.2 428
- 1. 05*
11 Stub Columns TU4X4X6 Column Tube A36 Gr.361 Typical 5.08 10.7 10.7 184 12.-Stub Brac6' L L224 11 H"A8663" si6de Angl
':A3 Gr.3 Tnic'al,
- .938 1'
', '3486
.348'ý. 1.02 Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1
M1 I
N1 N2 I USF Main I Beam Wide Flange, A36 Gr.36]
Typical I 2 M2 N3
- N4-V.
USF Main I Beam Wide FlandejA36Gr.36I Typical,'
3 M3 N9 N5 Front Columns IColumn Wide Flange A36 Gr.36J Typical
.M4.'*
Ni1
,N7,!
O,:
F rontColulmns giur~hpWideFlangeAI36':Gr.36';
ypic~ l 5
M5 N10 N6 Front Columns Column Wide Flange A36 Gr.36 Typical
_6'M6
- N12, N8 1;'Front Colunins: C6oumnn Wide Fl6nge A36Gr.36 Typical 7
M7 N13 N14
-I Base Main Beam I Wide Flange A36 Gr.36 Typical 8-M8
M9 N9 N10 Base Cross I Beam Wide Flanoel A36Gr.36 Typical 10", i-.:M10.
Nil 1
- N12,
'i Base Cross Beam.I Wide Flange :A36-Gr.36.
Typical.
11 Mll N5 N6 USF I Cross Beam Wide FlangeI A36 Gr.36 TVyical 1,12
,'IM 12 N17-* IN18
- l 8
- USF i Co#ss N
- Beri Wide Elange A36 Gr:36 Typical 13 M13 I
N7 N8 IUSF I Cross Beam Wide Flange A36Gr.36 Typical 14 1 M14 I 7"N19 +
N206
_,USF O Cross Beam.Wide Flange A36Gr.36 Typical 15 M15 I
N21 I
N22 USF 0 Cross Beam Wide Flange A36 Gr.36 Typical I 16 M16 I N28 I
N29 I
Base Rear Beam Wide Flange A36Gr.36 Typical 17 M17 N12 I
N7 Front Brace HBrace Round Default Cable T
jypical
- 18.
M18 N8 II Nil-
- -I Front Brace HBrace Round Default.
Cable
-Typical 19 M19 N6 N9 Front Brace HBrace Round Default Cable Typical
____ M--
N5
'NI 0K i"'
Fnt Brace HBrace' 'Rud2fuCb~le, Tyial' 21 M21 N23 N24 i
Trolley Beam Wide Flange A36 Gr.36 Typical
- 22' :-M22I'.::.*N33 i:N35:
I Stub Columns Column
'T Tube:, ::A36Gr.36 Tyiical-23 M23 N32 N34 Stub Columns Column Tube A36 Gr.36 Typical
- 24
'1.
M24 N33 N34,-
- Stub Brace HBiace Single Angle A36 Gr.36 Typicalf-25 M25 N35 N32 Stub Brace HBrace Single Angle A36 Gr.36 Typical
,26 'M26 N6
- N12,
.Side Brace HBrace' Single Angle 'A36.Gr.36 Typical 27 M27 N8 N10 Side Brace HBrace Single Angle A36 Gr.36 Typical 2& CM28:-
N NIl
'Side',Brace" jHBrace Sj~iajngýLe A36 0:6. L._..ypical 29 M29 N7 N9 1
Side Brace HBrace Single Angle A36 Gr.36 Typical 30 1 M30
- N19 N8.I
-Stub Brace HBrace Single Angie' IA36 Gr.36 Typical':
31 M31 I
N20 N7 I Stub Brace I HBrace Single Angle I A36 Gr.36 Typical
- 32.
M34 I
N42 N43 I....
Base Rear I *Beam Wide Flange A36 Gr:36 ITypical 33 M33 I
N51 N41
- Side Brace I HBracelSingle Angle I A36 Gr.36 Typical 34-:
- M34A,
",N41
" N52, I' Side Brace IHBrace Single Anqle A36'Gr.36
,Tvyiical-35 M35 N54 N40 I
Side Brace HBraceISinlle Angle A36 Gr.36 Typical
- 36 T'.,TM36
'.*N40
.'*,N53 5__3__
SideBra'e-;IHBrace sinqle'Anl*1iA36*Gr*36 Tvouca Member Advanced Data Label I Release J Release I Offset[in]
J Offset[inl T/C Only Physical TOM Inactive 1
M I
I Yes I
2.
M"
______,I___
Yes F I 3 M3 1
BenPIN BenPIN Yes_.......es
-4 M4ý B2en`PIN I BenPIN F ____Yes,
I 5 M5 BenPIN BenPIN Yes RISA-3D Version 7.1.3
[M:\\...\\...\\...\\Engineering\\Design\\CR-N1013-101 BT2-60.BT5-240 USF.R3D]
Page 27 Attachment "B" Calculation CR-N 1013-100 Z16 (Page 53 of 219)
Page 193 of 364
PCHG-DESG Company Designer Job Number Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 194 of 364 Checked By: CFC Precision Surveillance Corp Brian Giometti CR-N1013-101 CR3 - BT2-60 & BT5-240 USE Design Member Advanced Data (Continued)
Label I Release J Release I Offsetfin J
Tffsetfinj T/C Only Physical TOM Inactive S96 M69i BenPIN BenPIN
- Yes, 7
M7 Yes 19 M9 BenPIN BenPIN Yes
[1 M15 BenPIN..
BenPIN
-Yes Yes 1 11 Mill BenPIN
-BenPIN Yes 12_K M12iK BenPlN~
~hWJA' Yes 13 M13 BenPIN BenPIN Yes
.414:
BenPIN Be'nhPIN
________Ye 1 15
- M15, BenPIN BenPIN Eue___ln Yes I
16 M16..
BenPIN BenPlN Yes 17 M17 BenPIN BenPIN Euler Buckling Yes 1
M18
.BenPIN BenPIN Y
YEelsrBucklin Y
19 M19 BenPIN-B-enPIN --
lEuler Bucklinc, Yes 20 M20 BenPIN YBeoPN Yes
- 24 '
M21 I
BenPIN I
BenPIN Yes Yes 2 2 M22 J BenPlN~
___~e 124 M23 BenPIN BenPIN Yes
- 25 M25-BenPIN
'BenPIN Yes.'
S265
, -M265 A BenPIN BenPIN Y/"
EUler.Buckling,Yes 27 M27 BenPIN BenPIN I _
_Euler Buckling Yes 28 M28 BenPIN BenPlN Euler Buckling Yes 2 9 M29 BenPIIN
-BenPtN Euler Buckling'. Yes I 30 M30 BenPIN BenPIN Euler Buckling Yes*
I31 M31 BenPIN BenPIN
__________Euler B~uckling Yes I________
- 32 M34 BenPIN i BenPIN Yes I
33 M33 BenPIN BenPIN Yes 34 M34-A~
BenPIN.
7Ben~PlN~
-Ye~s>
35 M35 BenPIN BenPIN Yes Joint Coordinates and Temperatures Label X ft]
Y [ft]
Z [ft]
Temp F]
Detach From Diap...
1 N1 0
14.18 0
0 21ý 22 6.7 1418 02 0 1 3
N3 0
14.18 7.5 0
4 N4 26.67 14.18 7.5 0
5 N5
.833 14.18 J
0 0
- 6 N6
.833
.14.18 7.5 0
N7 11.833 14.18 0
0
'8 N8 14.18, -
715 0
9 N9
.833 0
0 0
No
.833.......,>]
7.5 0
N11 11.833 0
0 0
[12 1
N12 11.833 0
K
.7.5
.."0 113 N13 0
0 0
0 146.....:N14-12.667 0
1 0
0 15 N15 0
0 7.5 0
p1-K >'N16 K12.666 i0' 7.5-
[17 N17 6.333 14.18 0
0 1 18 N18 6.333' 14.18 1
7.5 1
0 19 N19 17.583 14.18 1
0 0
20 N20 17.583 14.18 1
7.5
_,_0,-
21 N21 23.333 14.18 0
0 22
.2-"
3.33..,
14ý18 1-4
- 1.5
'. " :: - ;0,,:
RISA-3D Version 7.1.3
[M:\\...\\...\\...\\Engineering\\Design\\CR-N1013-101 BT2-60.BT5-240 USF.R3D]
Page 28 Attachment "B" Calculation CR-N 1013-100 (Page 54 of 219)
Page 194 of 364 Z16
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 195 of 364 Company Designer Job Number Precision Surveillance Corp Brian Giometti CR-NI1013-101 CR3 - BT2-60 & BT5-240 USF Design Checked By: CýC Joint Coordinates and Temperatures (Continued)
Label X lft]
Y [ft]
Z [ft]
Temp_[F]
Detach From Diapý..
23 N23
.833 14.18 3.75 0
'24; N24 23:333, 14.18,
.375'.
0, 25 N25 6.333 14.18 3.75 0
26-N261 11.8 33
.714.18 1k~375 Q
27 N27 17.583 14.18 3.75 0
- 28.
..... 1833
- t0_
29 N29 1.833 0
7.5 0
_2
'N0 2397-.
~
31 N31 2.396 0
7.5 0
[32 LN32 12.188 0
0.'
0 0
33 N33 12.187 0
7.5 0
- 34 N34 12.188
-2.25 0
.0 35 N35 12.187
-2.25 7.5 0
36 1/2N3:~~1.'833..
'0
-1.875 0,
37 N37 1.833 0
5.625 0
.38.......
N40' 4.'833
'0' 1.'O 39 N41 4.833 0
7.5 0
[40 N42 T7.833
&0 0
0 41 N43 7.833 0
7.5 0
42'
'N45 1-
.883-
'0-1850 43 N46 7.833 0
5.625 0
T44,`4
~
78.397 0
0
~
45 N48 8.396 0
7.5 0
46"
-N49 12.683 14.18 0*
0 47 N50 12.683 14.18 7.5 0
48
',N51
1.833
.0
.4.25 0
49 N52 7.833 0
4.25 0
.50,
",A53 1,-l.833 0
"'4,8.25 0-51 N54 7.833 0
3.25 0
Joint Boundary Conditions Joint Label X [k/in]_
Y [k/in]
Z [k/in]
X Rot.[k-ft/rad]
Y Rot.[k-ft/rad]
Z Rot.[k-ft/rad]
Footing _
1 N10 I
3 N12 Reaction 4_
NI<'
1 1 Reaction j
5 N15
'6 N31 i
Reaction Reaction 1
___L 7
N28 8_
N30M Reaction Reaction 91 N33
____1 _
_______'N 2,________
I,,..
.11 N29 12 N16 13 N14 14 N34 -,'
Reaction
-1 15 N35 Reaction 1
Ni 17 N6
~18" ~'3~'~
19 N5
-20 N17 I
21 N23 22 N36 Reaction 23 N37 Reaction
[-24 N:40-"
__..E n
i eiC 1
-1 6B 2
US.3]_ae2 RISA-31D Version 7.1.3
[M:\\......... \\Engineering\\Design\\CR-N1013-101 BT2-60.BT5-240 USF.R3D]
Page 29 Attachment "B" Calculation CR-N 1013-100 (Page 55 of 219)
Page 195 of 364 Z16
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 196 of 364 Company Designer Job Number Precision Surveillance Corp Brian Giometti CR-N1013-101 CR3 - BT2-60 & BT5-240 USF Design Checked By: CýC Joint Boundary Conditions (Continued)
Joint Label X [W/in]
Y [k/in]
Z [k/in]
X Rot.[k-ft/rad]
Y Rot.[k-ft/rad]
Z Rot.[k-ft/rad]
Footing 25 N41 26 N'42.,
-1,.'1
>I 27 N43 28`
.N45
-.Reaction-29 N46 Reaction 30 "~ N47 31 N48 32 NL 33 N49 35 N51 36 N52 37 N53 38
-N54 Hot Rolled Steel Desiqn Parameters Label Shape Length... Lbvv[ffl Lbzzrffl Lcomo to. Lcomo b... Jv-Kzz Cni..y Cm-zz Cb v swavz swa Function 1
M1 USF Main 26.67 F 14.851 1
_1 "LateralI 2
M2 I USF Main 26.671
-,'-t 14.85
]"
,.ateial 3
M3 IFront Col..) 14.18 I I
Lateral 4
M4 Front Col1..14.181 I J
1
____ -ateral:
5 M5 Front Col..j 14.181 I
I1 Laterall 6
M6 lFrontCol.. 14.181.,
I I __,I Lateral]
7 M7 Base Mainl 12.667 i_:.
1:"
Lateral 1 8 M8 Base Main 12.666.__
_1 Lateral' 9
M9 Base Cro..J 7.5 I __I Lateral 10 M10 BaseCro.
7.5 -I I
11 M11 USF I Cr...
7.5 Lateral 12 M12 'USF I Cr.7.5.
- Lateral, 13 M13 USF I Cr...
7.5 Lateral
- 14.
M,,14, USROb C... :- 'T6
'Ia"r 15 M15 USFOC... 7.5 Lateral 111'6i " 2.........
7
,~
17 M17 Front Bra.. 16.041 100 Lateral M1j8` 4 Front Bra.,. 16.041 004
'~
19 M19 Front Bra.. 16.041 100 Lateral a20 M20 Front Bra.. 16.041 1Oo*
?
Lateral 21 M21 Trolley 22.5 SeamentSe.qmentSeqmenl Lateral 23 M23 Stub Col... 2.25 Lateral 24 M24 'Stub Brace 7.83 1___ j Lateral 25 M25 Stub Brace 7.83 1 _
Lateral 26 M26 Side Brace 17.946,1 100 {:
[" _
LateraI 27 M27 Side Brace 17.946 I 100 II Lateral 28 M28 'ISide Bracel 17.9461, 100.
I ___ I
____ Lateral 29 M29 ISide Bracel 17.946 1 100 I
I Lateral 30 M30. Stub Brace 9.4511 _;_1 1"_.. 1 _
_ 1
- Lateral, 31 M31 IStub Brace 9.451 1 I _
Lateral 32 M34
,Base Rear 7.5 I 11-I
___ I Latebral' 33 M33
!Side Bracel 4.423 1 I _
Lateral 134 M34A !Side Bracel 4.4231 _
-°
_I_
Lateral 135 M35
!Side Bracel 4.423 I
I _
Laterall F36 M36 ISide Bracel 4.4231 1
1 "1
Lateral RISA-3D Version 7.1.3
[M:\\...\\.......\\Engineering\\Design\\CR-N1013-101 BT2-60.BT5-240 USF.R3D]
Page 30 Attachment "B" Calculation CR-N1013-100 (Page 56 of 219)
Page 196 of 364 Z16
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 197 of 364 Company Precision Surveillance Corp Designer Brian Giometti Job Number CR-N 1013-101 CR3 - BT2-60 & BT5-240 USF Design Checked By: CFC Joint Loads and Enforced Displacements (BLC 12: Horiz EQ X)
Joint Label L,D,M Direction Magnitude[(k,k-ft),_(inrad),_(k*sA2/f...
1 N6 L
X 7.42 2~ A 4
'N5 L
JI x
T42 I
3 N7 L
X 7.42 5
N19 L
X 7.42 7
N11 L
X 7.42
/8 L,"
N1~2 L
742___
Joint Loads and Enforced Displacements (BLC 13 : Horiz EQ Z)
Joint Label LDM Direction Magnitude[(kk-ft), (inrad), (k*sA2/f..
1 N6_L_
Z I
4.53 3
N7 L
I K 4.53
-5 N10I L_
I Z
4.53 6
N 9_
L 74.53' 7
Nil L_
I Z
4.53 Joint Loads and Enforced Displacements (BLC 14: Vertical EQ Y)
Joint Label L,D,M Direction Magnitude[(k k-ft), (inrad), (k*s^2/f..
1 N6 L
_Y 1.13 2__7
//
17ýt+
LtK>
'Y/
1_____
13.K'/
3 N7 L
Y 1.13 5
N10 L
Y 1.13 7
N l I
L Y
1.13 N12__
L_
1:13 Member Point Loads (BLC 2: Platform Dead)
Member Label Direction Magnitude[k.k-ft]
Location[ft,%]
M1M Y
-96 17.85 2'
M2K/
Y
.96 414A75:4 3
M2 Y
-96 21.85
.4:
M 1 I _______
9 21M8' Member Point Loads (BLC 3: Platform Live)
Member Label Direction Magnitude k,k-ft]
Locationift,%/o]
1 M2 Y
-.46 21.85 2 4:'Ml"
/K24/K2 /KY 2
-46"
'2' 8 -'"
3 M2 Y
-46 17.85 Member Point Loads (BLC 4: Tractel Basket)
Member Label Direction Magnitude[k k-ftl Location[ft.%]
1 M2 Y
1.1 I
17.85 2-M 1 Y
-1.1' 1785 3
M2 I
Y
-1.1 21.85
- ,4 "
Y l1.1 21.85 RISA-3D Version 7.1.3
[M:\\...\\...\\...\\Engineering\\Design\\CR-N1013-101 BT2-60.BT5-240 USF.R3D]
Page 31 Attachment "B" Calculation CR-N1013-100 (Page 57 of 219)
Page 197 of 364 Z16
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 198 of 364 Company Precision Surveillance Corp Designer Brian Giometti Job Number CR-N1013-101 CR3 - BT2-60 & BT5-240 USF Design Checked By: CFC Member Point Loads (BLC 5: Counterweight)
Member Label Direction Magnitude[kk-ft]
Location[tiO]
1 M2 Y
-15 2.5 2
11-4 MV
'1, 2.5 Member Point Loads (BLC 6: Trolley/Hoist (in))
Member Label Direction Magnitude[kk-ft]
Location[ft,%]
F-1 I M21 Y
-11.8 4
Member Point Loads (BLC 7: Trolley/Hoist (out))
Member Label Direction Magnitude[kk-ft]
Location[ft,%]
i M21 Y
-11.8 20 Member Point Loads (BLC 8 : Pump (in PL T))
Member Label Direction Magnitude[kk-ft]
Location[ft.%]
1 M1 Y
-.19 17.85
-2M2ý
.Y,
-.19 17.85.
3 M2 Y
-.19 21.85
.4 M 1.
-1985 Member Point Loads (BLC 9 : Spider Basket)
Member Label Direction Maqnitudefk.k-ftl Location[ft,%]
1 1M Y
-1.25 17.85 Member Distributed Loads (BLC 10 : 300mph WindX)
Member Label Direction Start Magnitudefk/ft.... End Magnitude[k/ftd..
Start Locationrft,%]
End Location[ft.%1 1
Ml x
I
.375
.375 0
0 2
, M5' X
"-I 375 375 0
3 M3 X
I
.375
.375 0
0 4
M9 X.".375 1
.375 0
0 Member Distributed Loads (BLC 11 : 300mph Wind Z.
Member Label Direction Start Magnitudek/lft... End Magnitudelk/ft.d.
Start Location[ft.%]
End Location[ft,%]
1 M1 Z
.41
..41 0
0 72 M3Z 41
~ I A.4j-.
3 M4 Z
.41
.41 0
0
,,4,'
M7 Z
.1 41 1l 41 0!.~
0 Member Area Loads Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksfl No Data to Print...
Basic Load Cases BLC Description Category.
X Gravit Y Gravit Z Gravitv Joint Point Distributed Area Me... Surface,..
1 Self Weight DL
-1
-2 Platform Dead DL.
3 Platform Live LL 4
I 4. '.,Tractel Basket"'
DL
.4
..1 5
Counterweiqht DL 2
6 Tr6lleyvHoist (in)
OL%
__1-1.
1 7
Trolley/Hoist (out)
OL2 1
8 Pump (in PLT)
OL3 4
9 Spider Basket LL 1
1 RISA-3D Version 7.1.3
[M:\\...\\...\\...\\Engineering\\Design\\CR-N1013-101 BT2-60.BT5-240 USF.R3D]
Page 32 Attachment "B" Calculation CR-N1013-100 (Page 58 of 219)
Page 198 of 364 Z16
PCHG-DESG Engineering Change 0000075218RO EC 75218, Revision 0 Attachment Z16, Page 199 of 364 Checked By: CýC Company Precision Surveillance Designer Brian Giometti Job Number CR-N1013-101 CR3 - BT2-60 & BT5-240 USF Design Basic Load Cases (Continued)
BLC Description Category X Gravit Y Gravit Z Gravity Joint Point Distributed Area (Me... Surface
,A0', 300m~fWihd-X
'WLX I4 I
11
-300mph Wind Z WLZ I
4 i2~ d~'6r'ilEOX1
<~ELX K8 13 Horiz EQ Z ELZ 8
4_
Vertica[EQY EY 8
Load Combinations Description Sol...PD...SR...BLC FactorBLC FactorBLC FactorBLC FactorBLC FactorBLC FactorlBLC FactorBLC Factor 1
DL+LL.
Yes DL 1
LL 1J
_2LDL4IL-Lj+.OL+L3._y~
Q, 0L L~
L_
1~ 5L31 3
DL+LL+OL2+OL3 Yes DL 1
LL 1 OL2 1631_3 1
4:
" DL+OL+WLX-IYes'.
L22 1 WLX 1
I 5
DL+OL-WLX YesI I
L22 1
WLX. -1I 61-DL+OL+WLZ lYes:
I L22,-:1. I LZ. 1 1, 7
DL+OL-WLZ YesI L22 1 jWLZ -11 1
8 8
DL4-OL+0.7(ELX+ELY): Yes L22 i
L23 L2I2 A Lj
- 3 1
9 DL+OL-0.7(ELX+ELY) Yes L22 1 L23 -1{
1*0<
ILO+~7EZiEY~Ys~
L22 '1', L24 1.
11 DL+OL-0.7(ELZ+ELY) Yes L22 1
L24 -1 I 12' DL:-0.75LL+OL+0.75WLX. Yes L*I22 1
LL.75 *VL 13 DL+0.75LL+OL-0.75WLX Yes L22 1 LL.75 IWL*-.75 I
I 14 DL+0.75LL+OL+0.75WLZ lYes I
L221 1 ILL.75 IWLZ.75 I
15 DL+0.75LL+OL-0.75WLZ Yes L22 1
LL.75 1WLZ -.75 16DL-+0.75LL+OL+0.75(0.7EL.. Yes L22. 1 LL.75 1L23.75 7,
17 DL+0.75LL+OL-0.75(0.7EL.. Yes L22 1
LL.75 L23 -.75 18DL+O.75LL+OL+O 75(O.7EL:. Yes~
L 22 -1 IL,
.7:5 L24.75 19 DL+0.75LL+OL-0.75(0.7EL... Yesi L22 1
LL.75 L24 -.75 20:'
411EQUIV Yes 1 3
'L21.192
,14. 3' 1.4' 18 A
1.4 121 Selfweight (COG ONLY)
,!..Y
-17 1,
/
22 1 DL+OL DL 1 OL2 1 0L3 1I 23 0.7(ELX+ELY)
ELX
.7 ELY
.7i 07ELZ+ELY)
.I
_+7 EL7>
ELT7 Load Combination Desiqn Description ASIF CD ABIF Service Hot Rolled Cold Form...
Wood Concrete Footings 1
DL+LL L Yes Yes Yes Yes Yes 2__
DL+LL+OLI+OL3,
___I.
Yes Yes ii Yes Yes --
Yes 3
DL+LL+OL2+OL3 Yes Yes Yes Yes Yes
,4r
,DL+OL+WLX Yes Yes Yes Yes Yes 5
DL+OL-WLX Yes Yes Yes Yes Yes 1,6 DL+OL+WLz<..
___Ye YesQ
'-e Yes<~ Ye's,,
7 DL+OL-WLZ Yes Yes Yes Yes Yes 8 ~¢DL+OL+0.7(ELX+ELY),
Yes. "-" -Y s'-
- Yes* ;YPs Ye 9
DL+OL-0.7(ELX+ELY)
Yes Yes Yes Yes Yes
-10 DL+OL+0.7(ELZ+ELY)
I i Yes Yes.i Yes Yes,-
Yes 11 DL+OL-0.7(ELZ+ELY)
Yes Yes Yes Yes Yes 12i.
DL+0.75LL+OL+O÷75WLX Yes Yes I Yes
- Yes.
Yes 13 DL+0.75LL+OL-0.75WLX I Yes Yes Yes Yes Yes 14', -'.DL+0.75LL+OL-0.75WLZ:.
i Yes;,
'- Yes,
.s Yes
- Yes, 15 DL+0.75LL+OL-0.75WLZ I
,Yes Yes Yes Yes I Yes 16 DL+.75LL.OL+0.7,5(0.7ELX-0:7.:
Y.es-Yes Yes
'Yes -
I Yes 17 DL+0.75LL+OL-0.75(0.7ELX+0.7...
Yes Yes Yes Yes I
Yes 18 DL+0.75LL+OL+0.75(0.7ELZ+0.7..I Yes Yes Yes Yes:Az, Yes 19 DL+0.75LL+OL-0.75(0.7ELZ+0.7...
Yes Yes Yes Yes Yes 20 4:1 EQUIV
-_____Yes Yes" Yes Yes Yes RISA-3D Version 7.1.3
[M:\\...\\...\\...\\Engineering\\Design\\CR-N1013-101 BT2-60.BT5-240 USF.R3D]
Page 33 Attachment "B" Calculation CR-N 1013-100 Z16 (Page 59 of 219)
Page 199 of 364
PCHG-DESG Engineering Change 0000075218RO EC 75218, Revision 0 Attachment Z16, Page 200 of 364 Checked By: CýC Company Precision Surveillance Designer Brian Giometti Job Number CR-N1013-101 CR3 - BT2-60 & BT5-240 USF Design Load Combination Design (Continued)
Description ASIF CD ABIF Service Hot Rolled Cold Form...
Wood Concrete Footings 21 Selfweilht (COG ONLY)
Yes Yes I Yes Yes Yes 22 DL+OL I'
I -
Y-es,- -Yes
' Yes Yes
- Yes, 23 0.7(ELX+ELY)
Yes Yes Yes Yes Yes 24 0.7(ELZ+ELY)<
s<Y*
,es' Yes Yes6 Y
"es Yes' Envelope Joint Displacements Joint X [in]
Ic Y [in]
Ic Z in Ic X Rotation... Ic Y Rotation...
Ic Z Rotation Ic 1
NI max
.196 8
.024 8
.321 10 1.195e-3 6
1.671e-3 7
4.412e-4 9
2 min
'A79,
.9
-:.048.', 9
'-.321-J11 2.156e-3 11 -1.632e-3 6: -1.874e-4,8 3
N2 max
.195 8
-.201 2
1.234 6
1.195e-3 6
5.793e-3 7 -1.164e-3 2
.4:
mn
-.18.-2 '9
-1.017,20
-1.23 7 -,2.156e-3 11 -5.806e-3 61
-5.97e-3 20 5
N3 max
.196 8
.024 8
.319 10 2.165e-3 10 1.544e-3 7
4.409e-4 9
6 m.in.
-:1799 :-.048 A9,
/:.3231:
11 -ý1.062e-3 7 -1:578e-3 6' --1.87e-4-,',.8,I 7
N4 max
.195 8 1 -.166 1 2 1.222 6
2.165e-3 10 5.466e-3 7 -9.752e-4 2 8
m
-1in.
8
ý
-9
.934,'Kl1 20o,,'.218*
7' -1_062e-3'7 '
5 485e'3 B61 -5.5,16e-3 '20, 9
N5 max
.196 8,.023 20
.316 10 1.195e-3 6
1.674e-3 7
4.412e-4 9
10 in " -.179 9...-04
>9'*91-' -,316 K *11-; 'L2*156e03 11, -1.:635e_-3 6,
1,8,75e'4ý '8' 11 N6 max
.196 8
022 8
- 314 10 2.165e-3 10 1.544e-3 7
4.409e-4 9
'12 N
mThin" 179 9
9
-0128 1
- 465 1.9062e-7 1.578e-3 "
-4.01e-4 2
13 N8 max
.195 8
-.012 1
465 6
1.195e-3 6
1.832e-3 7 -4.019e-4 2 14,'
min'V 2.18' 9
-m.043_.20 ":4' 7~)56-14
&'6" -2 0'9 56372 T 15 N8 max
.15 8
.11
.46 6
2.165e-3 10 1.827e-3 7 -2.829e-41 21
- 1. 6,'*,
", min
- 9A8 -039".'
'20
---.462 7, -1.062e-3 7
-:1 821e-3 '6
-2.709e-3: 201 17 N9 max
.018 8
.024 8
.027 10 4.169e-5 6
1.694e-3 10 1.425e-3 9
18 min'
'-.016 91 ý-'0344 *
.91:-K027f 17 41 !.5.147e-5 7
-1.621e-3 11 -1.085e63 8
19 N10 max
.018 8
.024 8
.027 10 5.134e-5 6
1.621e-3 10 1.424e-3 9
20 min
-.016 9
-.034 -'9'
-.027 1t -4.173e'5 7
-1.695e-3 11 -1.084e-31 8 21 Nll max1
.017 8
-.001 9
0 6
4.942e-5 6
5.376e-4 6
7.283e-4 120 22 min.
-.019 91 -.018 20
!0, 7 -4.957e-5 7 -5.404e-4 7 -3.498e-41 9-23 N12 max
.017 8
-.001 9
0 10 4.945e-5 1 6 4.841e-4 6
6.625e-4 8
24 min l--.019 9
-.016
-20'a *'..'0: -
7 44:955e-5 17
-4.827e-4 7
-3.499e-41 9 25 N13 max
.018 8
.035 8
.044 10 4.169e-5 6
1.694e-3 10 1.425e-3 9
26 min
_.016 9
-. 048:'
o43ý:
11 5.147e-51 7
-1.621e i11 -1.085e-3 8
27 N14 max
.017 8
0 6
.005 7
4.942e-5 6
5.333e-4 6
7.654e-4 20 28:
mmi
-.019 9 1 -. 007 3 7,,
ý'ý005*,
6: -4.'957e-5 7 -5:36e-4 T7 -3.43e-4 9
29 N15 max
.018 8
.035 8
.043 10 5.134e-5 1 6 1.621e-3 10 1.424e-3 9
- 30.
min
-.016 9
-.048 9
-:044 11i-4.173e-5 7
-1.695e-3 11 -1.084e-3 8
31 N16 max
.017 8
0 7
.005 7
4.945e-5 6
4.841e-4 6
6.894e-4 8
32 min
-.019 9q
-.007
.6
'-.005" 6 -4.955e-5 7
-4.827e-4 7
-3.431e-4 9
33 N17 max
.196 8
.042 20
.369 6
1.195e-3 6
1.284e-3 7
2.991e-4 9
34 min
-.18 9
-.018 7
-:368 7 [-2.156e-311 -1.321e-3 6
-3.597e-4 20 35 N18 max
.196 8
.037 20
.369 6 12.165e-3 10 1.346e-3 7
2.988e-4 9
36 I
mi
-:18 9 1 -'.019 12'
'-.3681'_ý 7 f-1,062e-3 7
-1.311e-3 6
-3.291e-4 8
37 N19 max
.195 8
-.074 1 2
.658 6
1.195e-3 6
4.00le-3 7
-1.06e-3 2
38-min
'-.18, 9, 'I-,,.369-1:20'1
-,,::654' 7 -- 2.156e-3 11 -3;976e-3 6
-5.472e-3 20 39 N20 max
.195 8
-.06 1 2
.656 6 1 2.165e-3 10 4.005e-3 7
-8.706e-4 2
40, 7
min
-. 18 " 9' -335'.
120
-.655K :7 -:1.0626-3
'7 -4.065e-3' 6
-5.018e-3 20.
41 N21 max
.195 8
-.154 2
1.003 6
1.195e-3 6
5.614e-3 7
-1.163e-3 2
' 42*'
K,/1 mi
'-18 7
'96
'x'.77
- 120' g99 ! /7' -21'56e-3 11' -5.627e-3 6'
-5.g6ge735 207 43 N22 max
.195 8
-.127 2
1.002 6
2.165e-3 10 5.466e-3 7
-9.738e-4 2
- 44, 1'_'
mi 1i8'.,
9"
-.71'3 1 20
-: 999' ' ' 7 -1.062e-3 7
5.485e-3 6- -5.514e-3 '20 45 N23 max
.191 8
.026 20
.315 10 6.051e-4 6
2.201e-3 7
1.22e-2 5
46m inm ',.185 9
.. 042 1" '
-.3 17:
4`6 062e4; 1,T7 -2* 1 97e-3 "6',i.419eý2 47 N24 max
.196 8
-.14 2
1.003 6
2.77e-4 7
2.219e-3 7 I-5.689e-4 4
48
- n.
mr 18,
'9 9
-.826;' [20 ';-999 7'7'1996-4 20 '-2.215e-3 6. -'4.899e-3 20 49 N25 max
.186 8 1.042 20
.369 6
3.875e-4 6
1.785e-3 7
6.748e-4 2
RISA-3D Version 7.1.3
[M:\\... \\...\\...\\Engineering\\Design\\CR-N1013-101 BT2-60.BT5-240 USF.R3D]
Page 34 Attachment "B" Calculation CR-N 1013-100 Z16 (Page 60 of 219)
Page 200 of 364
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 201 of 364 Checked By: CýC Company Precision Surveillance Designer Brian Giometti Job Number CR-N1013-101 CR3 - BT2-60 & BT5-240 USF Design Envelope Joint Disiplacements (Continued)
Joint in Ic Y Jjnl__ Ic in]
Ic X Rotation... Ic Y Rotation... Ic Z Rotation f... Ic
'50
~min
-197 9
-.056~ [2' ~-36KE 381~ '7-17436.35&'
51 N26 max
.192 8
-.017 1
.463 6
1.593e-4 6
2.15e-3 7 -2.445e-5 2
52-m
- 13 9>'
.0
'20.
-.461
'7.'
1153-
'7 2.1 56611<'
'3.346e-3 20 -
53 N27 max1
.2 8
-.066
[ 2
.657 6
6.07e-5 7
2.553e-3 7 1-9.429e-4 2
- 54.
- min ['-.175
..-1 -. 429 220Q' -.654':
71 -3.714e-4 20 -2.554e-3;,
- -6.941e-3 20 55 N28 max
.017 8
.008 8
.008 10 4.222e-5 1 6 1.337e-3 10 1.308e-3 9
- 56' "'.;*i:nn*,
-ih".016
'9
K012 9' <008 11 -5.i'475 7 -1.294e-3
.11 i
2 9028e-*3
<8" 57 N29 max
.017 8
.008 8
.008 10 5.134e-5 6
1.295e-3 10 1.307e-3 9
58.':
1
~:
min'
-. 1 9
' -011" 9'008
- 1.
1'-4.227e25'. 7 4i337e-3 11' -,1.027e'-3 8 59 N30 max
.017 8
0 6
0 10 4.252e-5 6
8.899e-4 10 1.139e-3 9
60 1
ý min
-.016
'9 *,
0 1-7 0
11 -5.147e-5 7
-8.7e-4,.. 11 -9.465e-4,8-61 N31 max
.017 8
0 "7 0 10 5.134e-5 6
8.714e-4 10 1.138e-3 9
62 min
-.016 9]
0 6
'0 11 l-4.257e-5[7 -8.911e-4 11 -9.455e-4-1 8, 63 N32 max
.017 8
-.002 6
.002 7 1 4.942e-51 6 5.341e-4 6
7.654e-4 20 64, m
r
-m.019in '9" 009 20,1 -.002' 6
-4.957e-5' 7' -5;365e-'4.'7
-3.43e-4 T'9.
65 N33 max
.017 8
-.002 7
.002 7
4.945e-5 6
4.841e-4 6
6.894e-4 8
i66n 09 9
,00&' '0 002"* 6 "-4S55i-5 'T7 -4."82 7e4'7 67 N34 max
.035 8
0 6
.002 7
9.403e-5 20 5.341e-4 6
6.878e-4 8
'h68.,
min4
-.028 9
'0
[ '20
_--.004 6, 2.09e-5-; 9
-5.369e-4'- 73.401e-4"9" 69 N35 max
.036 8 1 0
7
.004 7 -1.077e-5 6
4.841e-4 6
7.654e-4 120 70 minh
-.028 9.,k-,*' `0
[,20
-. 002 6
-1M037e-41 20 -4.827e-4 "7-
-3.4e-4 19' 71 N36 max 0
8
.008 8
.008 10 1.846e-4 6
2.135e-4 9
1.299e-3 9
72
-mi..
9mi 0
9
-.0.12.1, 9, r007 11 -1.712e-4
.7'.2.445e-4'8 -"1.023e.378 73 N37 max 0
8
.008 8
.007 10 1.709e-4 6
2.445e-4 8
1.299e-3 9
,min' 0 :-
>j',9
-.012' 79'
,-.008.:
',1'):85eJ4' 4'.2
'i1.023e-3 ' "
5 N40 max
.016 8
.019 9
.008 6
4.381e-5 6
4.244e-4 7
3.813e-4 9
76 mm
-.016 9,.1
-.021 8
-.008 7
-5.147e-5 7 -4.274e-4 6, --5.309e:4 120 77 N41 max
.016 8
.019 9
.007 6
5.134e-5 6
4.157e-4 7
3.809e-4 9
78 min
-.016 9
-.021 8
--.008 7 -4.388e-5 7
-4.116e-4 6
-5.146e-4,8"-
79 N42 max
.016 8
.018 9
.016 6
4.622e-5 6
2.247e-5 6
6.523e-5 6
89,'.
mm
-.-.033
. 20
-.016_
7 -5.065654 7
-2.082e-5 7 2-2.393e-4,7>
81 N43 max
.016 8
.018 9
.016 6
5.053e-5 6
2.474e-5 6
6.544e-5 7
'mI6
.T 9"
-.03-
'8 d _1-6,0 -7'-4, 6 3145 '7-- 2-6 4 3 -5 7 -2*391e-4 6<
83 N45 max 0
8
.018 9
.016 6
2.423e-4 7
2.428e-4 9
5.807e-6 8
i84-m.
0 9'
-.032".ý-, 20 ___1.016 7"
7' -2.28fe-4 6 I2'118e,4 81'`1.179q4e14 '9,0.
85 N46 max 0
8
.018 9
.016 6
2.285e-4 7
2.118e-4 8
5.89e-6 8
m86
-'0 91-,
9
-.031' 8
-:016' 7 -2.4196e4 '6
-2.428e-4-9 -1.794e-4 '9' 87 N47 max
.016 8
.016 9
.016 6
4.667e-5 6
1.165e-4 6
1.212e-4 6
-88
- 1m
-.018 O
'-033 20"'-.016 7,-
5.05e;5 7 -1.154e-4'
'7.. '-2.613e-4' 7:
89 N48 max
.016 8
.016 9
.016 6
5.038e-5 6
1.457e-4 6
1.214e-4 7
.90.
T:
in.
-.018.9 '.'-.03,
- 8' 8
016,,
-4.676e-5 74 '-1'472e-4 'ý7. >2.61e-4 91 N49 max
.195 8
-.019 1
.485 6
1.195e-3 6
2.119e-3 7
-5.477e-4 2
'92 min
-.18 9
-.079 20 -48
_ 7 -2.156e-3 11 -2.122e-3 '.6 -3.532e-3 120 93 N50 max
.195 8
-.016 1
.48 6 1 2.165e-3 10 2.055e-3 7 1-4.103e-4 2
94 min
-.18 9
-. 072 [0
'-.482 7 -1.062e-3 7 -2.078e-3 6
-3.202e-33 20, 95 N51 max
.002 8
.008 8
.007 10 1.757e-4 6
1.273e-4 9
1.293e-3 9
.96
.,mi
.-'.002,
'9.
.012 9
'-.007 "11
-i80*1e44
-7 1..202e-4" t8.10.19e-3. 8;:"
97 N52 max
.002 8
.018 9
.016 6
2.334e-4 7
1.216e-4 9
2.261e-6 8
-98
?'
'Y Ti'-:02
-9" 01 K5',1' 7'27'
.641
'8' 4.'756e-4i['9.,ý 99 N53 max
.002 8
.008 I 8
.007 10 1.798e-4 6
1.202e-4 8
1.293e-3 9
'100.
mr
-.002
.9
' -.012 119
'.-.007 11 -1.761e-4 7
4-1.273e-4 9
-1.019e-3 8'-
101 N54 max
.002 8 I
.018 9
.016 6
2.374e-4 7
1.286e-4 8
2.239e-6 1 8 102
_mi
[ -.002d 9
' --.031.
20
,-.016 7
-2.33e-416
-1.216e-4 9 1 1.756e-4t 9 RISA-3D Version 7.1.3
[M:\\...\\...\\...\\Engineering\\Design\\CR-N1013-101 BT2-60.BT5-240 USF.R3D]
Page 35 Attachment "B" Calculation CR-N1013-100 (Page 61 of 219)
Page 201 of 364 Z16
PCHG-DESG Engineering Change Corp CR3 - BT2-60 & BT5-240 USF Design 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 202 of 364 Checked By: CýC Company Precision Surveillance Designer Brian Giometti Job Number CR-N1013-101 Envelope Joint Reactions Joint X [ks Ic Y [k]"
Ic Z [k Ic MX [k-ftl Ic MY [k-if]
Ic MZ k-ft]
Ic 1
N12 max 0
1 1
12.701 7
0 I1 1
0 1
'2 10'mi 10>>'i'0'
-2.7791 01 0
11 09'i 3
Nl1 maxl 0
1 0
1 4.466 7 1 0
1 0
11 0
1 mmI 0~
'i
- 1.
1'16.6416 0
11 0 1
K 0<.1' 5
N31 max 0
1 24.975 6
6.358 11 1 0
1 0
1I 0
1
~
i
-0.i.
7
-~.4
'10 j
,0ý 0~
1'1 7
N30 max 0
1 25.007 7
6.913 11 0
1 0
1 0
1 8
4 min 0,
,i
-10.1166".'6"b
-6.321 10:.
0 1
0 T0 1,
9 N34 max 0
1 50.937 120 0
1 I 0
1 0
1 0
1 10 min 0
1 9.19216 0
1 0-1 0
1 0
1 11 N35 max 0
1 46.211 120 0
1 0
1 0
1 0
1
.12 min 0.ý iV 9217 I7' 0
-71-
0 0
ý,
15 N37 maxl 10.293 9
0 n
1 0
1i 0
1 0
1 164 min~l.438-'Q 8
0 1 1 0
1 0'
1 0
i
- 0 1
17 N37 max 10.48 9L 0
Ii 0
1ii 0
1 0
1i1 0
1 1 18.6.
min-I0.jOr338 8
0 1
0 0
1 0O 1'
17 N45 max 110.483 9 1 0
I1 0
1 I 0
1 0
1 I 0
1 19 N46 max 10.483 9
0 I 1 00 1i -0 1
01.11 0
1 21 Totals:
max 41.552 9
89.382 20 27.756 7
f22
- i.
m
-41:552 '8' 52014 1 i*27:756 6*
Envelope Member Section Forces Member Sec Axial k Ic Shear Ic z Shear k Ic Torquefk-ft Ic Momen... Ic z-z Momen... Ic 1
M1 1 imax 0
1 0
1 0
1 0
1 0
1 0
1 ll2~
I T. 'min71, 0
1 0
1, 0
11:
3 2
max 0
1 0
1 0
1 0
1 0
1 0
1 I Immrý 0
1 1 0ý 1
0 1
0 1,1 0
1 0
1 5
M2 i1 max 0
11 0
1 0
1 0
1 0
1 0
1
-6 I-mln 0
1 0
1 0
1 0
1 0
1:0 1]
7 2
max 0
1 0
1 0
1 0
1 0
1 0
1
'8~~
ý'K>.
m T
1'ý 0~ 0 1
0 1
0~
1 <0..
9 M3 I
max 19.563 7
2.659 4
2.907 7
.015 6
0 1
0 1
10ý
?."
m-6.101i 20 1Z-.1559i 5
(32.0 6
A156' 7
0 1
'0
.1, 11 2
max 18.999 7
2.659 5
2.907 16
.015 6
0 1
0 1
"12-min
-6.666 20
-2.659.
4
-2.907 jo7'
-.015.
7 11-1:0 1
0
=1 13 M4 1
max 51.259 20 0
1 2.907 1 7
.015 6 1 0
1 0
1 14 min 16.609 1
0 "1
-2.9076
.015 7'
0 1
0'.
1 15 2
max 50.695 20 0
1 2.907 16
.015 6
0 1
0 1
",16
>1 mim '`16`:045t*:j-i,ý,":0 1;,971 015,,,
71Tý 0
1 0'.
17 M
1 max 19.541 6
2.659 4
0 I 1
.014 6 1 0
1 0
1 18 min mi
-464 20
-2.659 *`5s 0 :I
-.014 7I.,
0 1
-0.
1 19 2
max 18.976 6
2.659 5
0 I 1
.014 6 1 0
1 0
1 20 1min
-5.029
.20
-2.659,-44 0
1
-.014 77 0
- 1.
-0 1
21 M6 1 1max 47.496 6
0 1
0 I1
.014 6 1 0
1 0
1
.22 1 min614!677'.
0
-0.1'.0 1.: -. 014 1.0 1
0 0
0 1
23 2 1max 46.932 6
0 1
0 1
.014 61 0
1 0
1 25 M7 1 max 0
1 0
1 0
1 0
17 0
1 0
1 I26 "min 1
0' 1
0
'1 0
,1 0
"1 0
1 0
1 27 i 2 Imax 0
1 0
1l 0
I1 0
1 0
1 0
1 28!
I 1min
" 0 1
0 1
'0 -
1 0
1 0
1 0
1 29 M8 I1 max 0
1 0
1 0
1,10 0
1 30
.1 m n,.0 1.
'00 t 1
0
'..01...
1-0, 1
RISA-3D Version 7.1.3
[M:\\...\\...\\...\\Engineering\\Design\\CR-N1013-101 BT2-60.BT5-240 USF.R3D]
Page 36 Attachment "B" Calculation CR-N 1013-100 Z16 (Page 62 of 219)
Page 202 of 364
PCHG-DESG Engineering Change Corp CR3 - BT2-60 & BT5-240 USF Design 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 203 of 364 Checked By: CFC Company
- Precision Surveillance Designer
- Brian Giometti Job Number : CR-N1013-101 Envelope Member Section Forces (Continued)
Member Sec Axial[k]
Ic yShear[k]
Ic z Shear[k]
Ic Torque k-ft jc Momen... Ic z-z Momen... Ic 31 1mx 0
1 0
1 0
1 0
1 0
1 32 0
.,1 0
1 33 M9 1 imax 3.647 6
113 7
1.406 4
.008 7
0 1
0 1
34ý mi
-. 14.
8+
.1131
-.:406' 5
>".00' 6
0 1
0 1<
35 2
max 3.647 61
-.113 7
1.406 5
.008 7
0 I 1 0
1 36 mrein
.- :147";8-
-8 113 6
-1'.406.1 4
-:.008 6,
6
- 0 1
0 1
37 MIO 1
max
.001 9
.113 9
0 1
.002 6
0 1
0 1
min38 min 0 ','8 113 20
'O
,:-. 1
ý002 7
0' 1
0 11 39 2
max
.001 9
113 9
0 1
.002 6
0 9
0 1
40 <',.
min 0
8 1113 '.12020 1
--..00.2.
7
'0.8 0
1 41 M1 11 max 4.353 6
1.73 2
.984 4
.176 4
0 I 1 0
1 42 '
min 0
1
-.564 20& -1.051 [
-.148 75I"' 0 1
0
,1.1 43 2
max 4.314 6
.564 120 1.051 5
.148 51 0
1 0
1
,44 m
0 1:
-1.73 2
-.984 14 I-176 4
1 0
1 0
.1.
45 M12 1
max 1.5 6
3.887 2
.058 17
.002 7
0 1
0 1
-46 12r'
~'/">
m
-1.274' 7'
-1<~56' 20< p.185,
-6..-
007 2-
'0 1
0 47 2
max 1.25 6,
.256 20
.186 7
.006 2
0 1
0 1
-48 m' in' '1.023*V7 I-`, L3'887 2
-'.'058 6'
-. '002, 6, 6 0
1 O'
0".79 49 M13 1
max 11.175 6 1 1.989 20
.048 4
.005 7
0 1
0 1
50 I '_ [min
-.002 131
.615 1 :087 5
-.005.2 0
1 0
51 2 1max 11.697 6 1 -.614 1
.087 5
.003 2
0 I 1 0
1 52
'min
-.002.5
-1.988 20""'
-.048 4
'2.008.
20 0
1 0
1 53 M14 1
max 3.996 6
6.118 20
.419 6
.016 20 0
1 0
1
.54 m....
i: m A
.057 1i "-l-:076 2 ' -.201.-- 7,
-*:001 i
0 1
.0 1;.>>.i, 55 2max 4.068 6
.076 2
.205 6
0 1
0 1
0 1
,56:.
.'1 :
[min.-. 058' 10
-6.118 120
-.415 7
<021
ý20 "0
>j
,:1....
'0.
57 M15 1
max 1.528 6
6.415 120
.054 4
.014 5
0 1
0 1
58 2
min
-1.561, 7
-. 011 2
-. 033 5
'-.023 4
0 1.-
0
- , 1 59 2 1 max 1.221 6
.011 2
.033 5
.023 4
0 1
0 1
60 1
[nmin
-1.256 71 -6.416 20
-. 054 4
-. 014 5
0
.1 0
1" 61 M16 1 max 4.056 10
.175 6
3.642 9
.02 7
0 1
0 1
.,62i,;v;:,
, n, mm
.283<
'1.1 V -175 20
ý
-3.743., 8
... 019> 'f6-!':s;0K;..
63 2
max 4.023 111
-.175 6
3.743 8
.02 7
0 1
0 1
!64:
9*
'>"i !4' mm'
-22:792,'i 2`101,,.175',ý 20 43-642
_09 o-0
,6 1ii 0",
65 M17 1.max 0
1 1 0
1i 0
1 0
1 0
11 0
1 66 rmin
-26.028
, 71
.0
'11',:
0 1
"i 013 7.
0
,1 0
67 2
max 0
11 0
1 0
1 0
1 0
1 0
1.
- 68 '
1-1::
min
-26.0'281 1:"**!.10 0
1
=0 3
.0i !:,
1 9
1".
.68
~
7I.
0~1
0 1
-.013 7
0 A,
1.
69 M18 1 Imax 0
11 0
1 0
1
.013 6
0 1
0 1
,71 2max 0
1 0
1 0
1
.013 6
0 1
0 1
72:
m -26 04 60
.0 1
0 i'0 1
73 M19 imax 0
1 0
1 0
1
.008 6
0 1
0 1
74 min
-13.134 610 0
1 0
I1
-.002
.2o[.
o i
0 ii 75 21 max 0
1 0
1 0
1
.008 61 0
1i 0
1 76
-1 min -13.134,10 0
.1 0
1 a-.002.20 1ý0
.1.0
=1.'
,76 m..
i;.rin.13-4 10' 0
.1 0
1
,-:'002.ý 20 0!,/
- 1
.0 1,
77 M20 1
max 0
1 0
1 0
1
.003 20 0
1 1 78~
'9 9:min, -`13.149"' '11
'0 7'9i7:,.0 1 '<-:008
'7 '
0 1 7.O.>.1 79 2
max 0
1 0
1 0
1
.003 20 0
1 0
1 I80 nmi -13.149 Ti "11' 0 0.t.0' [
-.008 7
0 1
0<
81 M21 I1 max
.845 4
3.269 2
.039 6
.002 6
0 1
0 4
82 min 1 -.711 5
-1.317
- 20.
-.038 7
-. 002 7
0 I1 0
5 832 max
.108 4
.233 2
.304 7
.003 20 0
6 0
9 84, min
-.066'.
5
-12.62 20
-.306 6
-:002 7
0 7
0 8,
185 M22 1 1 max 46.16 20 0
1 0
11 0
1 0
1 0
1 m86
','m in 9.166 10*ý 1
0 I",
- 0.
l
'( 0 1
0,'1 87 12 max 46.199 20 0
1 0
1 0
1 0
1 0
1 RISA-3D Version 7.1.3
[M:\\...\\...\\...\\Engineering\\Design\\CR-N1013-101 BT2-60.BT5-240 USF.R3D]
Page 37 Attachment "B" Calculation CR-N 1013-100 Z16 (Page 63 of 219)
Page 203 of 364
PCHG-DESG Engineering Change Corp CR3 - BT2-60 & BT5-240 USF Design 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 204 of 364 Checked By: CFC Company Precision Surveillance Designer Brian Giometti Job Number CR-N 1013-101 Envelone Member Section Forces (Continued)
Member Sec Axial.lk Ic vShear k Ic z Shearrkj Ic Toraulk-ffi Ic v-Momen... Ic z-z Momen... Ic
,88 min
.9.205"'1 07 1
0 1
0
-7 0
J 0
1 0...
89 M23 1
max 50.886 20 0
1 0
1 0
1 0
1 0
1 91 2
max 50.925 20 0
1 0
1 0
1 0
I1 0
1 92 minm-9.179 <6K "0 0,-".'
0 1
0, 1'..O&
<"0"<1 1 93 M24 1
max
-.004 6 1.012 16 0
1 0
1 0
I1 0
1 94 1 min
-.004:'
012 8
0 Ji 0
1:
00 1
0 1
95 2
max
.004 6
-.012 6
0 1
0 1
0 1
0 1
97 M25 1
max
.004 10
.012 4
0 I1 0
11 0
1 0
1 98 n~ir
.004 7 -
.01212 0
1i 0
i" 0..
i 0
1l 99 2 Imax
-.004 10
-.012 4
0 I 1 0
1I 0
1 0
11 100 T
min
-.004
-71.012 112 0
1 0
110 1
0 1.
101 M26 1
max 0
1
.036 5
0 I 1 0
61 0
1 0
1 102 min.i/W
,",,,.L'miri,
.*16:995A 9',
. '0v
.1,.
0 41,...
0 0':,'
- 1<',
0...
, t 103 2
max
.047 20 0
1 0
I 1 0
6 0
1 0
1 104
.i-in 16.901
'9
-2036 19
- 0: 'h1 "t 0a,:1, 0
010 105 M27 1
max 0
3 1036 8
0 I 1 0
3 0
1 0
1 106.
Imin
-16.995
-8' F 0
13 0
F-i 0
7 0
1 0
107 2
max
.047 1
0 3
0 I 1 0
3 0
0 1
108 min
>'A'.
'-16.901 '~8"
-.'036 ~,21/4,0, Ji
ý",J 109 M28 1
max 0
1
.036 9
0 1
0 1
0 1
0 1
110 m.in_"
f-16.995 9,
0 1
0 7,0 "
.0 110 2 ]max
.046 20 0
1 0
11 0
1 1
1 0
112 1 mm
-16.901
ý9:
-.036.
2Q2 0
.1-1 0
7 0
-1 0
1.
113 M29 1
max 0
3
.036 4
0 1
0 6
0 1
0 1
114 in--16.995, 8, "0'
3-01;>1'l,0
!{3"":
- 1. 0 11151 2
max
.047 2
0 3
0 1
0 6
0 1
0 1
1161 min -16.901 8
-.036, 14 0
.1 0
3-0
':0
.1 117 M30 1 1 Imax
.304 11
.015 1
0 1
0 11 0
1 0
1 118 1
min 7.338 7
0
- 6 0
I1' 0
1-7 0
.1-0-'l 119 2
max
.304 11 0
6 0
1 0
11 0
1 0
1 112'7,'.s."<;-
min -7,,,T338.'
7.1.--0115 7
0L kz<:0 7
.0 Ii"1
- I.:.'J 121 M31 1
max
.311 10
.015 6
0 1
0 6
0 1
0 1221'-mm'-7.312 6
3'70,'
1
- 0.
123 2
max
.311 10 0
7 0
1 0
6 0
1 0
1 124 min-7.312',J6--j -.
015 :
20 0
- 1.
0
-. 13.'
0 i
-i 0
1 125 M34 1
max 1.402 10
.175 20 3.754 9
.003 6
0 1 1 0
1 126 mi r
1',4021 "i,
6'
'..75
, :,6".- 3.653:',8
-.003'
,7 1
- "0 1
0 1,
127 2
max 1.4 11
-.175 20 3.653 8
.003 61 0
1 0
1 128
'i min
-1.405.'10
-.175 16'
-3.754 1:9
-.003
>7-
.0 1
0
,.'- 1 129 M33 I 1 max 9.806 9 1.015 11 0
1 1 0
9 1 0
1 1 0
1 130 I min
-9,871 8
.015 10 0'-,Lj 0
8
. 0 d.-'.1 0
1..-
131 2 1lmax 9.806 9
-.015 11 0
1 0
91 0
1 0
1 "132 1 K: ';.
' mm
-;9:871 "81_'.015""'10 - :Q' ' "1I 0
'., 8'
.0
'-'11;' '_10""
'.1'"
133 M34A 1
max 9.856 8 1.015 6
0 11 0
8 0
1 0
1 134 1 m_
in'
-9.921
-91
.015 1`7
'0
- 1.
0
'e 0'
0 A.-
1351 2
max 9.856 8
-. 015 16 0
1 1 0
8 0
1 136 min
-9.921 9] -.015 77 0
T 0
0 0.1 137 M35 1 Imax 9.856 8
.015 1 6 0
11 0
91 0
1 0
1 138 1
'01
.:jmm '4,92'1I'l' 0'
1 0
6ý 0,
1-1 0 '
1' 139 2
max 9.856 8
-.015 6
0 1
0 9
0 1
0 1
140
- mih:
-9.921 9
-. 015 7,
0
,1 0
8 0
"1' 141 M36 I 1 max 9.806 9
.015 1l1 0
.1 0
8 0
1 0
1 1142 I
min
-9.871 8.015110 0
1 0
9 0
.1 0
1 143 I 2 1max 9.806 9
-. 015 11 0
1 0
8 0
1 0
1 144
.,.I...'.n
'T.'.
- 'min,-9,871,'i,8:1
-.015 >J:t10.
'0..'1 9
0 0
'1",
RISA-3D Version 7.1.3
[M:\\...\\...\\...\\Engineering\\Design\\CR-N1013-101 BT2-60.BT5-240 USF.R3D]
Page 38 Attachment "B" Calculation CR-N1O013-100 Z16 (Page 64 of 219)
Page 204 of 364
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 205 of 364 Checked By: CýC Company Precision Surveillance Designer Brian Giometti Job Number CR-N1013-101 CR3 - BT2-60 & BT5-240 USF Design Envelope AISC ASD Steel Code Checks
.Member Shape Code C... Lo Ic Shear... Locft Dir Ic Fa[ksi R[ksj] Fb
..Fb z-z I... Cb Cm Cmz ASD Ean 1
M1 W21X73
.877 11.853 20
.191 11.853 20 4.788 21.6 27 19461 1
.6 1.851 H1-3' 2> M 5 3 1
2 16911 Y.853 +/-20 4788 21.6-27 19461 1
6z *'
/H13 3
M3 W8X40
.486 7018 7
062 14.18 y 4 15.011 21.6 27 21.6 1.
1
.6 H1-3 4
rd~
M4 W8X4O0 7'31. 7018ý 7~ "028 z1:l 6~ 15011'i 2.1.~6 <27 21.6 1' 1i.6 ;H1-1>
5 M5 W8X40
.204 7.018 5
.062 14.18
_ 5 15.011 21.6 27 21.6 1
.6 1
H1-3 6
%... W8,40"
.2 7 0,
6
.006*
0__ z! 7. 15.011 21.69' -27: "21.6 1*.6
.6i "H1,'1 7
M7 W14X43
.551 2.431 11
.848 12.155 v 20 15.327 21.6 27 21.6 1
.6
.85 H2-1 8
M8' W14X43
.506. 1231'1
.:-769
,12.15- +/- 20 15.328 T-22.6 27 7
- 21. 6. 1 6
HI85 H2-1 9
M9 W14X30
.204 13.788 5
.019 0
z14 17.384 21.6 27 21.6 1
1 1
H1-3
~10 M1'0
ýW1'4Y30 <03 '."
9~88 9.'
003" 0 +/-7 17 3864` 21.6 2~7 '21.6 1
.6 1
Hi 1 11 M11 S10X25.4
.236 2.879 5
.135 7.5 z 4 13.682 21.6 27 21.6 1
1 1
H2 1 "1'2~~I2,
'OX25,4~
-34 0'
3'.7881 >2,
- 01.
0' 21L 2' '13.682 j 21.:6"
<27 "2.1,6 1.6 "1 H1-2]
13 M13 S10x25.4
.209 3.712 6
.050 7.5 y 2& 13.682 21.6 27 21.6 1
.6 1
H1-1
'1 4~ /M1V4
'W8X28' ".573 3. '7172o 20
.'1200d 7.5
'1.5
'2.6 7
.1616 1
Hi 2 15 M15 W8X28
.545 13.788 20
.202 0
+/-120 17.855 21.6 27 21.6 1
.6 1
H2-1 i
W*
/67 -'Wh4'X43' ~275 'l1.894':., 8
.055.11.894 z 5721.6" 127'1 23. 76 1 1 6 ]1:'
1 H1 -2 17 M17 3/4IN W...789 0
7
.026 I0 7
.113 36 45 45 1.6
.6 H2-1 18' --
Mhi
ý3/4'II
<8 20?>6' 0Kd2'7;'1:i 0
6
.113 36 1 4'5~
45 1
.6
.6' H2-1j 19 M19 3/4 IN Wl..
.398 0
10
.015 I 0 6
.113 36 45 45
- 1.6
.6 H2-1 212 1 1 S10X25.4
.936 111.136 20
.300 16.818 y120 16.187 21.6 27 10.171 1.237 1
H1-2 22
~22>]TU4X4X6
-'4'~
22 20 i00'
- 0.
11 068 216123.7.6 23.76 1
.6 :.6' Hi-I1 23 M23 TU4X4X6
.485 2.25 20
.000 0
z 1 20.683 21.6 123.76 23.76 1.. 6 16 Hi-1 "24" M24"
~L2X2~X4
.!001.7 8 3
~6K 7002 20 5I 28 6.
.2'-16 6
___i 25 M25 L2X2X4
.001 0
10
.002 7.83 y 12 2.586 21.6
-Co..
Hi1-1 27 M27 L4X4X4
.406 0
8
.004 0
y6
.066 21.6
-Co..
H2-1
'/28.::
'M=;*1128*
.. L4X'4*X4,;
'.;4'06"10-
¢-!0t
.*;i: I*,!'<.004, -},0;:
'+/-:
.:S 066t : 2ti!6. -:c
,*.: i
- LtZ : tH2-it 29 M29 L4X4X4
.406 0
8
.004 70 y
.066 21.6
-Co..
H2-1
- 30' M30"" U'X2X4' >62 0
7.'005
- 0.
+/-~-y!7 1.775 ~'21.6Y 1-CO,,1 H2-1' 31 M31 L2X2X4
.361 0
6
.005 0
Y 6 1.775 21.6
-Co..
H2-1 0* 2 M 3-4 W 14 X43 i 274' 'i894
'9/'
u055' '1.894' z 918:56T. '21.6.
'27'"2376 1.6 '1.
H1i-2~'
33 M33 L4X4X4
.325 0
9
.004 0
y9 15.546 21.6
-Co..
H1-1 M
A L
.4X.327'
'* 0 8
.003:
0 1ft'iS9S56 6
C.... ::Co*:_-__
< :H1i<i 35 M35 L4X4X4
.327 0
8
.003 0
y 9 15.546 21.6 I-Co..
I I Hi-i
- i3 16Y M36"< L~4KX4
.325 0.9004 0
Y 19 115.5461 21.6 C-. __
Hi-i,!
RISA-3D Version 7.1.3
[M:\\...\\...\\...\\Engineering\\Design\\CR-NlO3-101 BT2-60.BT5-240 USF.R3D]
Page 39 Attachment "B" Calculation CR-N 1013-100 Z16 (Page 65 of 219)
Page 205 of 364
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 206 of 364 x
CR3: BT2-60 & BT5-240 Work Platform Design CR-N1013-102 CR-N1013-102 BT2-60.BT5-240...
Attachment "B" Calculation CR-N1013-100 Z16 (Page 66 of 219)
Page 206 of 364
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 207 of 364 y
z&~x CR3: BT2-60 & BT5-240 Work Platform Design CR-N1013-102 CR-N1013-102 BT2-60.BT5-240...
Attachment "B" Calculation CR-N1013-100 (Page 67 of 219)
Page 207 of 364 Z16
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 208 of 364 z y CR3: BT2-60 & BT5-240 Work Platform Design CR-N1013-102 CR-N1013-102 BT2-60.BT5-240..
Attachment "B" Calculation CR-N 1013-100 Z16 (Page 68 of 219)
Page 208 of 364
PCHG-DESG Engineering Change V
z x
0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 209 of 364 Section Sets MAINBEAMS CROSSBEAMS1 CROSSBEAMS2 COLUMNS COLUMNBRACING RAILING Precision Surveillance Co...
Brian Giometti CR3: BT2-60 & BT5-240 Work Platform Design CR-N1013-102 LCR-N1013-102 BT2-60.BT5-240...
(Page 69 of 219)
Page 209 of 364 Attachment "B" Calculation CR-N 1013-100 Z16
PCHG-DESG Engineering Change y
z;+jl cx 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 210 of 364 Code Check No Calc 75-,90!
50,.75!
0-°50]
Member Code Checks Displayed Loads: LC 1, DL+LL+OL1 Results for LC 1, DL+LL+OL1 Reaction units are k and k-ft Precision Surveillance Co..
Brian Giometti CR-N 1013-102 CR3: BT2-60 & BT5-240 Work Platform Design CR-NtO13-102 BT2-60.BT5-240.
Attachment "B" Calculation CR-N 1013-100 Z16 (Page 70 of 219)
Page 210 of 364
PCHG-DESG Engineering Change y
z x
0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 211 of 364 Code Check]
NOCal 1.90-1.0 Ii 759 50,75*° Member Code Checks Displayed Loads: LC 2, DL+5LL(LLS)+OL1 Results for LC 2, DL+5LL(LLS)+OL1 Reaction units are k and k-ft Precision Surveillance Co..
Brian Giometti CR3: BT2-60 & BT5-240 Work Platform Design CR-N 1013-102 CR-N1013-102 BT2-60.BT5-240 (Page 71 of 219)
Page 211 of 364 Attachment "B" Calculation CR-N 1013-100 Z16
PCHG-DESG Engineering Change y
z x
0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 212 of 364 Cde Check No CaI
- 10 I
Member Code Checks Displayed Solution: Envelope Precision Surveillance Co-.
CR3: BT2-60 & BT5-240 Work Platform Design Brian Giometti CR-N 1013-102 CR-N1013-102 BT2-60.BT5-240., 1 Attachment "B" Calculation CR-NI1013-100 Z16 (Page 72 of 219)
Page 212 of 364
PCHG-DESG Engineering Change 0000075218RO EC 75218, Revision 0 Attachment Z16, Page 213 of 364 Company Precision Surveillance Corp.
Designer Brian Giometti Job Number CR-N1013-102 CR3: BT2-60 & BT5-240 Work Platform Design Checked By: CýC Global Display Sections for Member Calcs 3
Max Internal Sections for Member, Calcs
-1,99.
Include Shear Deformation Yes Include,,Wairping.:',;3/4<;.
.Yes",--
Area Load Mesh (inA2) 144 P-Delta Analysis Tolerance 0.50%
Vertical Axis Y
Hot Rolled Steel Code I AISC: ASD 9th Cold Formed Steel Code....
AISI 99.ASD Wood Code NDS 91/97: ASD Wood Temnperature
,,100F, Concrete Code I ACI 1999 Number of Shear Regions 14 Reqion.Spacinglncrement(in) 4, Biaxial Column Method I PCA Load Contour Parme BetaFactor (PCA),.
,-..';..65 Concrete Stress Block I Rectangular Use CrackedSections
. iYes' Bad Framing Warnings No Unused Force Warni ns :
Yes.
Hot Rolled Steel Properties Label E [ksi]
G [ksi]
Nu Therm (\\1E5LF Density[k/ftA3]
Yield[ksil
!1 I HR STL I
29000 I
11154 1
.3 1
.65
-. 49 6
Material Takeoff Material Size Pieces Length ft]
Weight[K]
1 Hot Rolled Steel 2
- HR STLL L2X2X4 20 -
.677 2
3 HR STL L4X4X6 6
23.1
.2 4,,"
~HR `STL'<<
W10OX22<
2'
`22~.
5 HR STL W6X16 4
14
.2
- 6.
- kSTL, W8X24' 2
15 A___
7 HR STL I
W8X28 3
22.5 1
.6 8 1 Total HR Steel
- i.
37 164.3 1
2.1 Hot Rolled Steel Section Sets Label Shape Type Design List Material Desiqn Rules A
.in2 in4l zz in4 J in4 1
MAINBEAMS I W10X22 I Beam WideFlange HR STL Typical 6.49 11.4 118 1.24 2
CROSSBEAMS1 W8X24 I Beam.Wide Flange HR STL Typical 7.08
-18.3 82.8 I
.35 3
CROSSBEAMS2 W8X28 Beam Wide Flange HR STL Typical 8.25 21.7 98
.54
.4 COLUMNS' W6X16
.Beam WideFlange 1
HR STL Typi6al '.4.74' 4A3".45-32.1".22 5
COLUMNBRACING L4X4X6 Beam Single Angle HR STL Typical 2.86 4.36 4.36
.141 6
RAILING.
L2X2X4, ',jBeam'm Single Angle HWRRSTL, Typical
,,938,'1
.348
.348*
.02 Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1
M1 N3 T
N4 mBEAMS Bea Wide Flanqe HR STLI Typical 2
M2' I N1' "I' N2 MAINBEAMS I Beam JWide Flange HR'STL Typical' RISA-3D Version 7.1.3
[M:\\...\\...\\...\\...\\Design\\CR-N1013-102 BT2-60.BT5-240 WORK PLT.8xl0.R3D]
Page 8 Attachment "B" Calculation CR-N1013-100 (Page 73 of 219)
Page 213 of 364 Z16
PCHG-DESG Company Designer Job Number Engineering Change Precision Surveillance Corp.
Brian Giometti CR-N1013-102 CR3: BT2-60 & BT5-240 Work Platform Design 0000075218RO EC 75218, Revision 0 Attachment Z16, Page 214 of 364 Checked By: CýC Member Primary Data (Continued)
Label I Joint J Joint K Joint Rotate(de Section/Shape Design List Material Design Rules 3
M3 N5 CROSSBEAM.. Beam Wide Flange HR STL Typical 4
M4 N13 N64 RS M
ea i I wide:Fang HR STLTi.
5 M5 Nl N12 CROSSBEAM..
Beam Wide Flange HR STL Typical M6W.
NO~
N,1
`O____
,,RSBEM:~ea`m 16Kde,
FnHR STL, YT~picl) 7 M7 N7 N8 CROSSBEAM.. Beam IWide Flange HR STL Typical
,8 M8
- Ni5, N19"I:,
COLUMNS fýBeam: Wide Flange HR-STL Typical 9
M9 N16 N20 I
COLUMNS Beam Wide Flange HR STL Typical
!1D
ýMi0 N17 N21 7<
COLUMNS,! Beam f Wide Flange 'HR.'.,STL
-Typical-11 Mil N18 N22 COLUMNS Beam Wide Flange HR STL Typical 12 N23 N24
',9 COLUMNBRA:: "Beamr Single Angle HR`1STLE Typical 13 M13 I N25 N26 180 COLUMNBRA.. Beam Single AngleI HR STL Typical 14 M14 I N27,.
N28 90 I RAILING Beam Single.Anglel HRSTL Typical 15 M15 N29 N30 180 RAILING Beam Single AnqleI HR STL Typical
[16
.-M16 Nt4-N24 180~OLUMNBRA..,-Beam Single Angle-HR STL Typical 17 M17 N6 N23 90 COLUMNBRA.. Beam Single Angle HR STL Typical 1
, Mi'8
, Ni 3t'-
N26&90
.COLUMNBRA..; Beam" SiqIe Agle !HRSTL T1pical1"'
19 M19 N14 N31 RAILING Beam Sinlle Angle HR STL Typical 20 M'U20 N31 Ii N24 T..
180 RAILING' Beam, Single Angle HRSTLI TypicaI-21 M21 N13 N32 270 RAILING Beam I Single Angle HR STL Typical 22
-M22,
-_*.N32
-N26
- 90
. RAILING-7, Beam IISingle Angle HR STL
.Typical 23 M23 N33 N23 90 RAILING Beam SingleAngle HR STL Typical 24 ~M4 ~u 3
07.RAILINGi r' ' in i2qle Angl ':HR.T yia))
25 M25 N5 N34 180 RAILING Beam Single Angle HR STLI Typical 26
'M26 N34' N25 180 1 RAILING Beam -Single Angle HR STLI Typical 27 M27 N32 N37 180 RAILING Beam Single Angqle HR STL Typical 28 M28 N38-j N37 2706 RAILINGW', Beam Single Angle HR:STL, TypiCal 29 M29 N31 N37 90 RAILING Beam Single Ang le HR STL Typical
... -M30-,.
N39 N40&
- 80.
RAILINGý',
Beamr SingleAngle HRRi`STL_.Typica.
31 M31 N40 I N41 180 RAILING Beam Single Angqle HR STL Typical 32
,M32 I N44 I N43 180 RAILING Beam Single Angle HR STL Typical 33 M33 N33 N43 F
180 RAILING Beam SingleAngle HR STL Typical 34 M34.,
N431 N34 180 RAILING-.
Beam SingleAngle.HR.STL Typical) 35 M35 N45 N46 RAILING Beam Single Angle HR STL Typical M313;ý-
Th:-
N
.i3 '47..
.ý-.
RAILING1 Beam'7Si'ncl:AdlH T
Ticakl 37 M37 N5 N25 1
180 COLUMNBRA--1 Beam Single Anile9 HR STL ITypical Member Advanced Data Label I Release J Release I Offset[inl J Offset in]
TIC Onlv Physical TOM Inactive 1
Mi f es 2
M2. z Yes 3
M3 I BenPIN BenPIN Yes 4
.M4:
I BenPIN BenPIN
._-Yes 5
M5 BenPIN BenPIN Yes 7
M7 BenPIN BenPIN Yes 8 1 M 8:
BenPIN 2[
'Yes 9
M9 BenPIN L
Mi Yes 10 Mt0 1
BenPIN M2
.Yes 11 M
Il BenPIN Mi Yes 13 M13 BenPIN BenPIN M9 Mill Yes Yes 14 M14 BenPIN BenPIN
,M8 M1.0 Yes I Yes 15 M15 BenPIN BenPIN M9 Mil Yes I
Yes 16 M16 BenPIN BenPIN M2 M10-Yes 1 Yes 17 M17 BenPIN BenPIN M2 M8 Yes Yes
.18
, `1M018 1 BehPIN',.:
BenPIN : ]".
M1 d
Ml-,...
Yes Y
Yes-.
RISA-3D Version 7.1.3
[M:\\...\\...\\...\\...\\Design\\CR-N1013-102 BT2-60.BT5-240 WORK PLT.8xl0.R3D]
Page 9 Attachment "B" Calculation CR-N 1013-100 (Page 74 of 219)
Page 214 of 364 Z16
PCHG-DESG Company Designer Job Number Engineering Change 0000075218RO EC 75218, Revision 0 Attachment Z16, Page 215 of 364 Checked By: CýC Precision Surveillance Corp.
Brian Giometti CR-N1013-102 CR3: BT2-60 & BT5-240 Work Platform Design Member Advanced Data (Continued)
Label I Release J Release I Offset[in]
J Offset in T/C Only Phsical TOM Inactive 19 M19 BenPIN BenPIN M2 I
Yes Yes
.20 :M20* I BenPIN-I'BenPIN I
'Yes":
Yes 21 M21 M1 Yes I Yes 22'
'-M22C',:.", IBenPIN -ABeBN6PIN Mti Yes'
'..Yes:
23 M23 BenPIN BenPIN M8 Yes Yes 7724 i
,M24"'
-TsBeriPIN' w
Yes,-
25 M25 BenPIN M1 Yes Yes
- 6 ' M26'ýýý BenPIN">
BeniPIN M9'YesJ~~
Yes I;~7i 27 M27 BenPIN BenPIN Yes Yes
- 28 "M28'
[ BenPIN 1, '5B6PIN1 M4.
Yes'.
Yes 29 M29 BenPIN BenPIN Yes Yes 30 M30
[ BenPIN I. B6nPIN.
__Yes I
Yes 31 M31 BenPIN I BenPIN Yes I Yes 32
-M32 BenPIN 1, BenPIN M3 T---7 Yes ý[
Yes 33 M33 BenPIN
[ BenPIN Yes Yes 34, :,:;M34.
BenPIN 'I "IBenPIN Yes
.. -Yes 35 M35 BenPIN BenPIN Yes Yes 36' M36
.BenPIN,'.
Be'nPIN"
~
~ ~
?s Ys 37 M37 I
M1 M9 Yes Yes Joint Coordinates and Temperatures Label X Ifti Y
]fti Z [ft]
Temp [F]
Detach From Diap...
1 N1 0
0 1
0 o 0 2
N2 X
-11 0
1 0
0" 3
N3 0
0 7.5 0
4 N4 11 0
7.5 0 "
5 N5
.417 0
7.5 0
.61 N6
.417
ý0 0"
0 7
N7 3
0 7.5 0
9 N9 5.5 0
7.5 0
'10'
--N' N10
-5?00,0 11 Nil 8
0 7.5 0
12
- >;-"*N12 8
0 -'.0
- 0.
13 N13 10.583 0
7.5 0
14 N14
10.583 0
0 0'
15 N15 3.5 0
0 0
16 1~
ýN16
>;3--5,
'0-,",-
7.5 17 N17 7.5 0
0 0
118ý 51 7.5
~
0 0",.,0 19 N19 3.5 3.924 0
0 20 f
N20--
35 3924
.5 0
21 N21 7.5 3.924 0
0 22
'N22 7.5 3.924:
I 75 0,"
23 N23 3.5 3.59 0
0 24 N24
.7.5 3.59
-T 0
0 25 N25 3.5 3.59 1
7.5 0
26 N26 75
'3.59.-I 7.5 1-0**'
27 N27 3.5 2.007 0
0 28
,T.N75 2.00T 1:
0 29 N29 35 2.007 7.5 0
30 N30,
7'7.5~ -
L2..ý007k
'.7.5
- 0.
31 N31 10.583 3.59 0
0 32 N32
.10.583-'
3.59
" '7.5
-0 33 N33
.417 3.59 0
0 34 N34
'417 3.59 7.5
- 0 RISA-3D Version 7.1.3
[M:\\...\\..\\...\\...\\Design\\CR-N1013-102 BT2-60.BT5-240 WORK PLT.8xl0.R3D] Page 10 Attachment "B" Calculation CR-N 1013-100 Z16 (Page 75 of 219)
Page 215 of 364
PCHG-DESG Engineering Change 0000075218RO EC 75218, Revision 0 Attachment Z16, Page 216 of 364 Company Precision Surveillance Corp.
Designer Brian Giometti Job Number CR-N1013-102 CR3: BT2-60 & BT5-240 Work Platform Design Checked By: CýC Joint Coordinates and Temperatures (Continued)
Label X [ft]
Y [ft]
Z [ft]
Tempn]__
Detach From Diap...
35 N35 10.583 0
7.333 0
36, N36 c>
1.530 16T 0
37 N37 10.583 3.59 3.625 0
ý38 N38:.
>i10.583 0
.6250 39 N39 10.583 2.007 7.5 0
40N4
">1058'.
00162&',
.0I 41 N41 10.583 2007 0
0
ý42, 14 42'
~
4w7 0
~
7.333
- 0.
0.
43 N43
.417 3.59 3.625 0
[44 N44
.417 0
3.625 0
45 N45
.417 2.007 7.5 0
46
..N46
,:.417 2.007 "3.625 0
47 N47
.417 2.007 0
0 Joint Boundary Conditions Joint Label X [k/inl Y [k/inl Z [k/in]
X Rot.[k-ft/radl Y Rot.[k-ft/radl Z Rot.[k-ft/radl Footing 1
N20 Reaction
-2 N22
',,Reaction
'-'Reaction
-Reaction 3
N21 Reaction
- A
/
NI Rec*tý Reaction
.Re.action
__ao 5
NN1 Reaction 7
N24 8
N23 I
I 19 N26 I_
Hot Rolled Steel Design Parameters Label ahape Len t.
Lbyyfft]
Lbzzt Lcomo to... Lcom b...
Kv Kzz Cm-. Cm-zz Cb swa z sway Function 1
M1 MAINBE...
11 :
-I Lateral 2
M2 MAINBE...;I 1_
1 Lateral 3
M3 CROSSB..
7.5 Lateral
?!4" ",,"M 4,;
05G SB..:
1.5; IbteraL...
5 M5 CROSSB..
7.5 Lateral 7
M7
[CROSSB..I 7.5 Lateral
-8 M8 ICOLUMNS 3,924 1 1
Lateral 9
M9 COLUMNS' 3.9241 Lateral 10 M10 COLUMNS.3.924 I _
Lateral 11 M11
,OLUMNS 3.924 Lateral 12
-M12 ICOLUMN...,4 Lateral; 13 M13 COLUMN.J.
4 Lateral
-14 1,M14 '.RAILINGI-4 I.I__
Lateral 15 M15 RAILING 4
I Lateral 16 M16 COLUMN..4.7321 Lateral 1 17 M17 ICOLUMN...4.7321 1__
1_
Lateral
-18 M18 COL.MN,.4.7321
] _._
Lateral 19 M19 RAILING 3.59 0
0 1
Lateral
ý-20,I M20"A RAI[I NG 3.083I17"
-"4tI0~
07 1__
21 M21 RAILING 3.59 0
0
__Lateral 1 22 M22 RAILINGI 3.083 0
0 I T-I Lateral 1 23 M23 IRAILINGI 3.0831 0
0 I
I I
Lateral 24 M24 IRAILINGI 3.59 "0
0 1
I K
Laterall 1
25 M25 IRAILINGI 3.59 0
0 1
I Lateral
- 26.
M26 JRAILINGI 3.0831 _,___
0 0 0
-. Lateral 27 M_27 IRAILINGJ3.875 0
0 1 1
LateralI RISA-3D Version 7.1.3
[M:\\...\\
\\. \\\\Design\\CR-N1013-102 BT2-60.BT5-240 WORK PLT.8xl0.R3D] Page 11 Attachment "B" Calculation CR-N 1013-100 Z16 (Page 76 of 219)
Page 216 of 364
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 217 of 364 Company Designer Job Number Precision Surveillance Corp.
Brian Giometti CR-N1013-102 CR3: BT2-60 & BT5-240 Work Platform Design Checked By: CýC Hot Rolled Steel Design Parameters (Continued)
Label Shaoe Len th..._Lbvvjtl Lbzz Lcomo to... Lcomp b...
K Kzz Cm-vv Cm-zz Cb v swa z sway Function
',28
--M28 RAILING 3.59. 1 07
- 0.
Lateral 29 M29 RAILING 3.625 0
100
__Lateral 30 M3 AILING:,3'875,
>0 0
atrl 31 M31 RAILING 3.625 0
0
!_"_Lateral 32 M32', RAILING`3:59';:.j,' xf'&k0 0
<-~,Lateral 33 M33 RAILING 3.625 0
0 Lateral
-34', M34 RAILING:3:875:"
'0 0
.Lateral 35 M35 RAILING 3.875 0
0 I
Lateral 36- ' M36 RAILINGi 3.625 0
0 1
t t
- Lateral, 1 37 M37 COLUMN--.4-7321 I
! 1 I
I Lateral Joint Loads and Enforced Displacements Joint Label L,D,M Direction Magnitude[(kk-ft), (inrad), (k*sA2/f...
F No Data to Print...
Member Point Loads (BLC 3: HYDRAULIC PUMP)
Member Label Direction Magnitude[k.k-ftl Locationift,%]
1 M6 Y
y-.75
%50 Member Distributed Loads (BLC 5: BLC 1 Transient Area Loads)
Member Label Direction Start Maqnitude[k/ft... End Magnitude[k/ft.d...
Start Locationfft,%]
End Location[ft,%]
I1 M3 I
Y I
-.08
-.08 6.75 1
7.5
[2 M4
___Y
[
-.08.
-M.08 0
.75 13 M4 T
Y I
-.04
-.04
.75 1.5 4-M4 I
Y
-.08 08 15, 2.25 5
M4 1
Y
-.04
-.04 2.25 3
6M4Y OF
-08>1 08 38
-375~
7 M4 Y
-08
-.08 3.75 4.5 9
M4 Y
-.08
-.08 5.25 6
10 M4 Y.
04
'."04'
- 6.
6.75
-f-11 M4 Y
-.08
-.08 6.75 7.5 12
S 7-.16
-16 1.5
.22 13 M5 j
Y
-.08
-.08 2.25 3
14
~
MS',
-.16
-.16;
'3.
L
=. 3.75-15 M5 Y
-.16
-.16 3.75 4.5 16...
MS.
> 08.
-' -08:
4.5 5:25 17 M5 Y
-16
-.16 5.25 6
18 M5 I
y
-08'.
-;08 6
6.75 19 M5 Y
-.16
-.16 6.75 7.5 20 M6 I
Y
-.16
-.16 3
3.75 21 M6 Y
-.16
-.16 3.75 4.5 22 M6 Y
-'08.08 4.5 5.25 123 M6 Y
-.16
-.16 5.25 6
4
,M6"
.08"
-.08 6'
6675 25 M6 Y
-16
-16 6.75 7.5 265 1 M7ý
.[
-1y
.16...25.
6 27 M7 Y
-.08
-.08 6
6.75 28 M7 Y
-.- 6
-.16'.":
6.75-1".
I 7.5.
129 M3 I
Y I
-.08
-.08 0
.75
[-30 M3 T
Y
[
-.04
-.04'
.75 I
1.5 S31 M3 I
Y I
-.08
-.08 1.5 2.25 32 :
'3' Y
-.%04
-.04 2.25.-
3 RISA-3D Version 7.1.3
[M:\\...\\...\\...\\...\\Design\\CR-N1013-102 BT2-60.BT5-240 WORK PLT.8xl0.R3D] Page 12 Attachment "B" Calculation CR-N1013-100 (Page" 77 of 219)
Page 217 of 364 Z16
PCHG-DESG Engineering Change 0000075218RO EC 75218, Revision 0 Attachment Z16, Page 218 of 364 Company Precision Surveillance Corp.
Designer Brian Giometti Job Number CR-N1013-102 CR3: BT2-60 & BT5-240 Work Platform Design Checked By: C*C Member Distributed Loads (BLC 5: BLC I TransientArea Loads) (Continued)
Member Label Direction Start Magnitude[Idft,... End Magnitude[/ftd... Start Location[f,%]
End Location[ft,%]
33 M3 Y
-.08
-.08 3
3.75
>3 ~
M3
'Y
-01'-8~>!"'75
~4.5 35 M3 Y
-.04
-.04 4.5 5.25 A36:
M34Y-
-'.08
-05.25-,
6 37 M3 Y
-.04
-.04 6
6.75 38, M5ý,
- Y A
-6*
-.16
'0'
'75 39 M5 Y
-08
-.08
.75 1.5 4 '-m Y ---
6---
-1 6 0 -----
.75 ----
41 M6 Y
-.08
-.08
.75 1.5 42 M6' Y
-1-16' 1;.5-2.25 43 M6 Y
-.08
-.08 2.25 3
44 M7 Y'
-.16'
-.16 0
.75 45 M7 Y
-.08
-.08
.75 1.5
[46 M7 Y
-.16.
-.16 Z 1.5
- 1 2.25 47 M7 Y
-.08
-.08 2.25 3
[48 7
M7.
1k
-.16
~
3 K3.75 49 M7 Y
-.16
-.16 3.75 4.5 50M7.
Y
,8'08.
7'"' '
-:8:45 52 Member Distributed Loads (BLC 6: BLC 2 Transient Area Loads)
Member Label Direction Start Magnitude[k/ft.... End Magnitudefk/ft.d... Start Location[ft,%]
End Location[ft.%l 1
M3 Y
-.039
-.039 6.75 7.5 2;
-9 M4 Y
".09
-. 039
'0
.75 3
M4 Y
-.019
-.019
.75 1.5
"-4 y
-039
--.039 15*
225 5
M4 Y
-.019
-.019 2.25 3
-6 M4-Y-
-.039
-.039 3 "
3.75 7
M4 Y
-.039
-.039 3.75 4.5
[.8
.M4 Y
-.019
-.019 4.5 7+
5.25 9
M4 Y
-.039
-.039 5.25 6
K M4~
Y
-0019,
-.019.
51
~
7 11 M4 Y
-.039
-.039 6.75 7.5
,"12--^,
M57"
-'Y>
-.077
-071 5
2.25 13 M5 Y
-.039
-.039 2.25 3
M5~
Y
-077-
-'077'.337 15 M5 Y
-.077
-.077 3.75 4.5
- 16 ý
'.*M Y
-.039
-.039 45 5.25 17 M5 Y
-.077
-.077 5.25 6
18 M5 Y
-.03977
-. 039'7 6.7 67S5 19 MS Y
-.077
-.077 6.75 7.5
ý'20.
M6 Y-.077'
'-.0777" 3
3.75' I21 M6 Y
1
-.077
-.077 3.75 1
4.5
[22
'.M6
-Y,.
--.039
-.039 4.5
... ]
5.25 123 M6 Y
-.077
-.077 5.25 6
24
.M6 Y','
-.039
-.039
6 1
6.75-25 M6 Y
-.077
-.077 6.75 7.5 "26-':"', 1,'
M7
ý:Y 07
-.077.,K.
5.25 61 27 M7 Y
-.039
-.039 6
6.75 28, Y
'-077
- .077.'-
"'675 --
1
- 7
,5 29 M3 Y
1
-.039
-.039 0
1
.75
'30 1 M3
- k.
Y 1
-.019 '"'
-.019
.75 1.5.,
31 M3 Y
1
-.039
-.039 1.5 2.25
[32 M3 Yý-
-.019
-.019 2.25-
.1 3
33 M3 Y
-.039
-.039 3
3.75
- 34. ~
~
Y'
-039."
-.039
'375
- I 4.
35 M3 Y
-.019
-.019 4.5 5.25 36-M3 Y"'.
-.039
-.039 65.25
.6 RISA-3D Version 7.1.3
[M:\\...\\..\\...\\...\\Design\\CR-N1013-102 BT2-60.BT5-240 WORK PLT.8xl0.R3D] Page 13 Attachment "B" Calculation CR-N1013-100 Z16 (Page 78 of 219)
Page 218 of 364
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 219 of 364 Company Designer Job Number Precision Surveillance Corp.
Brian Giometti CR-N1013-102 CR3: BT2-60 & BT5-240 Work Platform Design Checked By: CýC Member Distributed Loads (BLC 6: BLC 2 Transient Area Loads) (Continued)
Member Label Direction Start Magnitude[k/ft,... End Magnitudelk/ft,d_..
Start Location[ft,%]
End Location[ft,%]
37 M3 Y
-.019 1
-.019 6
6.75
...MS Y
.0 7
.75 39 M5 Y
-.039
-.039
.75 1.5 A4o.
M6'
-.077.-
Y
-071
.76 41 M6 Y
-.039
-.039
.75 1.5
-42 M
-.077.ý
-.'077, 1.5 22 43 M6 Y
-.039
-.039 2.25 3
ý'44j' M7 Y
-.077
'-.077 0
75 45 M7 Y
-.039
-.039
.75 1.5 46 MY-07
-77' 152.25-47 M7 Y
-.039
-.039 2.25 3
48M7
'-077,
-'077
'3 37 49 M7 Y
-.077
-.077 3.75 4.5 50 MT Y
-.039
-.039 1
.4.5 6.5.25 Member Distributed Loads (BLC 7: BLC 4 Transient Area Loads)
Member Label Direction Start Magnitudefk/ft.... End Maanitude[k/ft.d..
Start Locationrft.%1 End Location[ft,%]
1 M3 Y
I
-.193
-.193 6.75 7.5 3
M4 Y
-.096
-.096
.75 1.5 4M4' Y'
f.93,
~
1.5 I
<25 5
M4 I
Y
-.096
-.096 2.25 3
.6 M4 Y
[
-.193
-.193 3
I
-3.75 17 M4 I
Y
-.193
-.193 3.75 4.5 8
, M4 "
Y
-.096
-.096
.4.5 5.25, 9
M4 Y
-.193
-.193 5.25 6
[10
';,M4 Y
['-.096
.096,~
6, 6175-,
11 M4 Y
-.193
-.193 6.75 7.5 A Z M5 Y
-.385
-.385 1:
",*.5
,Z,'225 13 M5 Y
-.193
-.193 2.25 3
14 M5 I
Y
[
-.385
-.385
- 3.
'3.75 15 M5 Y
-.385
-.385 3.75 4.5 16J MSý Y.193 4.5
-~5:25 17 M5 Y
-385
-.385 5.25 6
18~'
.MS5
~
-.193
-~....193; 6
67.<
19 M5 Y
-.385
-.385 675 7.5 20 6:
Y
-385
- 385, A
3.38,3:"
21 M6 Y
-.385
-.385 3.75 4.5 22 M6 Y
-.193
-.193 4.5 5.25 23 M6 Y
-.385
-.385 5.25 6
24' M6 Y
-'193
-.193 6
6.75 25 M6 Y
-.385
-.385 6.75 7.5 26 M7 Y
.385
-.385 S,5.25 27 M7 Y
-.193
-.193 6
6.75
'-:28.,
MT:
Y
-.3851",
7.8S'
.:7S___
29 M3 Y
-.193
-.193 0
175
'30,
M31 Y
- -'-.096'
-.096
. 75 A 1.5 31 M3 Y
-.193
-.193 1.5 2.25
.3 M3" Y
-.096
-.096 2.25 -
"3 33 M3 Y
-.193
-.193 3
3.75
- 34-M-3 193
-1936
'.8'~
75, I
45 35 M3 I
Y
-.096
-.096 4.5 5.25
~36ý 1 M3
[
Y
-1,93
- J'~'-.193-"
5.25",
37 M3 Y
_-.096
-.096 6
6.75 38 M5' Y
--385.
-.385 0
0.75 39 M5 Y
-.193
-.193
.75 1.5 40 M6
[
Y
-.385
-.385 0
.75 RISA-3D Version 7.1.3
[M:\\... \\...\\....\\Design\\CR-N 1013-102 BT2-60.BT5-240 WORK PLT.8xl0.R3D] Page 14 Attachment "B" Calculation CR-N 1013-100 (Page 79 of 219)
Page 219 of 364 Z16
PCHG-DESG Engineering Change 0000075218RO EC 75218, Revision 0 Attachment Z16, Page 220 of 364 Company Precision Surveillance Corp.
Designer Brian Giometti Job Number CR-N1013-102 CR3 BT2-60 & BT5-240 Work Platform Design Checked By: CýC Member Distributed Loads (BLC 7: BLC 4 Transient Area Loads) (Continued)
Member Label Direction Start Magnitudeik/ft,... End Magnitude[k/ft,d..
Start Location[ft,%]
End Location[ft,%]
41 M6 Y
193 193 75 1.5 42
i M&
Y:4i YA'385
-3 85 1.5<',"
15 2.25 43 M6 Y
-.193
-193 225 3
t44' "J M7.
y'V
-.~~385~
- 0.
.758' 45 M7 Y
-193
-.193 75 15 46 -i-iM7
-Y 385
-.385 15 225 47 M7 Y
-193
-.193 225 3
48 M7.M Y
ý-3.854
-. 8 3
~
375 49 M7 Y
-385
-.385 375 45 50 M7" "y~k
~
-193 10
.-4.552 Member Area Loads (BLC I : PLT DEAD LOAD)
Joint A Joint B Joint C Joint D Direction Distribution Maqnitudetpsfi i1 N6 N14 N13 N5 Y
A-B
-50.5 Member Area Loads (BLC 2: PLT LIVE LOAD)
Joint A Joint B Joint C Joint D Direction Distribution Maqnitude[psfl i1 N6 N14 N13 N5 Y
A-B
-24.26 Member Area Loads (BLC 4: 5:1 PLT LIVE LOAD)
Joint A Joint B Joint C Joint D Direction Distribution Magnitudefpsfl I1 N6 N14 N13 N5 Y
A-B
-121.32 Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area Me... Surface 1
PLT DEAD LOAD DL III 1
I I 2 PLTLIVE'LOAD
' LL I
I
",1 3
HYDRAULIC PUMP OL3 1
I
'5:.,1 PLT,,LIVELOAD L L-S__
5 BLC I Transient Area..
None 50
- 6
- B L C :2 'T dn s ie n t A re a.
-N o n e
" ' 5 0 ? '
7 BLC 4 Transient Area None I__
50 1
I Load Combinations Description Sol..PD.. SR...BLC FactorBLC FactorBLC FactorBLC FactorBLC FactorBLC FactorBLC FactorBLC Factor 1
DL+LL+OL1 Yes I I
DLI 1 LL 1
OL31 1 1 2
DL+5LLLLS+OL1 Yes I-DL 1 LLS.1 0L3 1--
I I
Load Combination Design Description ASIF CD ABIF Service Hot Rolled Cold Form...
Wood Concrete Footings 1
DL+LL+OL1 Yes Yes I Yes Yes Yes
.X 2-DL+5LL( LLS)+OL1 1.33 Yes Yes Yes
'Yes Yes I
Envelope Joint Displacements Joint X [in]
Ic Y [in]
Ic Z [in]
Ic X Rotation Ic Y Rotation... Ic Z Rotation [... Ic 1
N1 max 0
2 1 0
1 0
2 0
1 6.116e-6 2 1.676e-62 2
min 0
1
-.001 2
0 1
0 1 2 2.945e-6 1
-3.842e-7 1
3 N2 max 0
1 0
1 0
1 3612e7 2
6.111e-6 2
3.845e-7 1
4-,
" 9'* *'.., mm nw.: 0 22, 2
'.0 2, I1.683e'7 1' 2941e-6 51q 1675e-6 2 RISA-3D Version 7.1.3
[M:\\...\\.......\\...\\Design\\CR-N1013-102 BT2-60.BT5-240 WORK PLT.8xl0.R3D] Page 15 Attachment "B" Calculation CR-N1013-100 Z16 (Page 80 of 219)
Page 220 of 364
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 221 of 364 Company Designer Job Number Precision Surveillance Corp.
Brian Giometti CR-N1013-102 CR3: BT2-60 & BT5-240 Work Platform Design Checked By: CýC Envelope Joint Displacements (Continued)
Joint X [in]
Ic Y in]
Ic Z in]
Ic X Rotation... Ic Y Rotation... Ic Z Rotation Ic 5
N3 max 0
2 0
1 0
2
-6.647e-7 1 1 6.142e-6 2
2.648e-6 2
6 min-
' 1 '>:001 2,c 0
1:, 1i.409e-6 2
2.9566-6 1 -'1:6.126e-8' 1,,'
7 N4 maxl 0
1 0
1 0
1 1.14e-6 2
6.108e-6 2
3.865e-7 1
9 N5 max 0
2 0
1 0
2
-6.647e-7 1
6.142e-6 2
2.648e-6 2
J10 m
.0 1
7001' 2
'0' 1
409e6 2 2:9566;6 1*'d 6;1266-8 1
11 N6 max 0
2 0
1 0
2 0
1 6.116e-6 2
1.676e-6 2
- . 12 min
- ý0 1
0 1
.0i0 1
2 0
2 2.945e6-6 1' -3.842e-7 1
13 N7 max 0
1 0
1 0
1 1-1.438e-7 1
6.11e-6 2
-1.068e-6 2
- 14.
mi 0
2/
-001
-2 0
22 2592e67,,2 2941e66.1 A-3.937e-6 1,
15 N8 max 0
2 0
1 0
1 9.2e-8 2
6.115e-6 2
-1.057e-6 2
S16 1 min
- 0.
1
'001, 2
0 2 - 4286e-8 1 '2:944e-6
.1 '-932e-6 1.
17 N9 maxl 0
1
-.001 1
0 1 2.953e-7 2
6.116e-6 2 I-1.095e-8 1
18 min 0
2
':-.002 2
0 2
1.1.89e-7 1
2.944e-6 1 -2.399e-8 2
19 N10 maxl 0
2
-.001 1
0 1
1.808e-7 2
6.116e-6 2
0 2
20z min 1.--
1
-.002'.
2-- *'
2 8,423e-8
.1
-29 e-6
-. -0
.1 21 Nil max 0
1 0
1 0
1 7.105e-7 2
6.115e-6 2
3.939e-6 1
22 0,
in'i CO
'<:23 '-001;',; "2
' 0
'2" '3.21'56e4 1 -2.943!'6, '1 1'.1""075e-6 ::2:,
23 N12 max 0
2 0
1 0
1 2.695e-7 2
6.114e-6 2
3.932e-6 1
'24 min
' -Q0.
7i1.
-. 001K 2
.0.
2 1.256e77 1
2.943e-6 '1 1.-057e-6 2
25 N13 maxl 0
1 0
1 0
1 1.14e-6 1 2 6.108e-6 2
3.865e-7 1
26 min
'0-,
2
- .'7.001 2
0, -
2, 531e-7 11294-6
- 1.
I
'-1.658e-6 '2 27 N14 max 0
1 0
1 0
1 3.612e-7 2
6.111e-6 2
3.845e-7 1
28
.2
-.001l',"2
0 "
- 2,ii683e.7 1 2.941e-6 1-Z:.675,66 29 N15 max 0
2 0
1 0
1 1.098e-7 2
6.115e-6 2
-9.186e-6 1
30 min 0
1 0'
2 0
2 5.117e-8 1
2.943e-6 1 -1.083e-5 2
31 N16 max 0
1 0
1 0
1 -3.664e-8 2 6.117e-6 2 [-9.209e-6 1
32 min 0
2
-0, 2
'0 2
-4.301e-8 1
2.944e-6 1.088e-5 2
33 N17 max 0
2 0
1 0
1 2.518e-7 2
6.115e-6 2 1 1.083e-5 2
i34m.
7 767 mn
'1.i'II',0
+
2'
"',0"':,--, ",2' 1:73e-!
7' 1ý '2943e6 1
9.186e'-6'-.1:
35 N18 max 0
1 0
1 0
1 6.273e-7 2
6.116e-6 2
1.083e-5 2
36 m in
.0 2
1 00' 2
21809e-67 1 2.944e-6 1
9-.1876-6 1-37 N19 maxl 0
2 0
1 0
1 1.995e-6 1 2 5.731e-6 2 1 8.832e-6 2
38
' " ('
mind
- -0 1
- 0 2
'<'0 2
9.58e-7 F1 2.759e-6 1-, 3:862e:6,4 "1 39 N20 max 0
1 0
1 0
2 1.202e-5 2
1.416e-5 2
1.084e-5 2
- 4 -2 0
2 0
,',I'.
926ý 6'.1i.159e46o 6'&
1
,4.742676.
41 N21 max 0
2 0
1 0
1 1.695e-6 2
6.371e-6 2
-3.862e-6 1
-42.
V,
mi
- ' V0.'
1 0
2 0
2 '8.21e-7 1 '3.067e-6 '1, 1 1-8.83e6-6 2
43 N22 max 0
2 0
1 0
2 1 8.919e-6 2
7.611e-6 2
-3.721e-61 1 F44 min 0
1 '
0 2
0 1 14.293e-6 1
3.667e-6 1 F-8.51'e-6 2
1 45 N23 max 0
2 0
1 0
1 1.995e-6 2
5.731e-6 2
8.832e-6 2
F46 min 1
,.0
- 1.
" ':01 2 1 9.58e.
- 1. 2.759e-6 1
3.862e-6' 1 47 N24 max 0
2 0
1 0
1 1 1.695e-6 2
6.371e-6 2
-3.862e-6 1
48 min
'0' 1
'0 2
0 21 8-1216J7 1
3.0'6h-67 1 -,8832'e-6 '2' 49 N25 maxl 0
1 0
1 0
2 1.202e-5 1 2 1.416e-5 2
1.084e-5 2
F-50 mini 0
2
'0 2
0 1 15.792e-6 1 6.159e-6 1
41742e-6 1
51 N26 maxl 0
1 0
1 1 0
1 1 8.919e-6 2
7.611e-6 2
-3.721e-6 1
"52 min
. 1-2 0,,'.-01, 2 0 "
-2 4':293e-6.1. :'1&6676-6
,1 ;-8.51e-6 12 53 N27 max!
0 2
0 1
0 1
1.995e-6 2
5.923e-6 2
8.289e-6 2
'54 ~ 'mh'.O" 1
'<0
'12 "0"
2 '1 9.575e-71 fj2:851e-`6""1 4.69-
'j 55 N28 max 0
2 0
1 0
1 1.695e-6 2
6.243e-6 2
-4.069e-6 1
56 min
.0 1 2 0"
2.1 8:122e-7 '1 3.005e-6 1 -8.2886-6 2 57 N29 max l 0
1 0
1 0
2 1 1.218e-5 2
1.014e-5 2
8.374e-6 2
58 min
-,0, 2
0 0
1 5.863e-6 1i 4.551'e-6 1 4.106e-6 1
59 N30 max!
0 1
0 1
0 1 8.922e-6 2
6.864e-6 2
-4.037e-6 1
60 min
-0 2
,0 2
-'0
", 2 4`.294e-6 1 - 3.305e-6 '1"'
.8;2.16e-6 '2 61 N31 max 0
2 0
1 0
1 1.903e-6 2
6.111e-6 2
-6.672e 1 RISA-3D Version 7.1.3
[M:\\...\\...\\...\\...\\Design\\CR-N1013-102 BT2-60.BT5-240 WORK PLT.8xl0.R3D] Page 16 Attachment "B" Calculation CR-N 1013-100 Z16 (Page 81 of 219)
Page 221 of 364
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 222 of 364 Company Precision Surveillance Corp.
Designer Brian Giometti Job Number CR-N1013-102 CR3: BT2-60 & BT5-240 Work Platform Design Checked By: CýC Envelope Joint Displacements (Continued)
Joint X In
- c.
Ic Y Lni Ic Z [L Ic X Rotation... Ic Y Rotation... Ic Z Rotation [Ic 62 F
m 0~t:1 0
2 9:4e7p"
.4e6'1.
-'43e-45ý
,Zl 63 N32 maxl 0
1 0
1 0
1 1.401e-6 2
6.108e-6 2 1-6.663e-6 1
64
-minI 0'
2
'-`--`001lV.
2:1 0-2 6.544e-7,1F 2.94e6-6ýý 1 1-1ý.428e-5 2;ý 65 N33 max 0
2 0
1 0
2 7.011e-6 12 6.116e-6 2
1.019e-5 2
4.,66 min 0
1 2
0 1
3.377676,11 29456-6 ý1 4.369e*6 1;
67 N34 max 0
1 0
1 0
2 6.962e-6 2
6.142e-6 2
1.009e-5 2
"8<
7min C'0 2' 1 2
0 5 11> [.3355e-ý6 I1 2'.q566-6' `14.32e 1
69 N35 max 0
1 0
1 0
1 -9.834e-5 1 1 -1.919e-6 1
3.865e-7 1
70
-minm 0
2
-.:002 2 2-"
0 2 1 -2.26e-4'1 2
-4.564e-6 2
-1.658e-6 2
71 N36 max 0
1 0
1 0
1 2.261e-4 12 -1.919e-6 1
3.846e-7 1
72 5mmd<'4-sin.'
/. 2. '<002<' '2* '.2 0'
.9:836e.5ý
- i A564-6
- 2. -1.675e6 2
73 N37 max 0
2
-.004 1
0 1
-3.18e-5 1 -1.919e-6 1 -6.668e-6 1
74 mrin,
.0 1,
-.009' 2
0 2, -7.333e-5 2 -4.564e-6 2
-1.4296-512 75 N38 maxl 0
1
-.004 1
0 1 1 1.152e-5 12 -1.919e-6 1
3.855e-7 1
76 m,.
.in 1
0'.
2 A < ?009 2'2 1.
20 2: :5.015e-6 1 -4.564e-6 2 -1`667e-6, 2' 77 N39 max 0
1 0
1 0
1 1.272e-6 2
6.108e-6 2
-4.957e-6 1
7 "
- m.
ri.0 2'. <<001 12 0
2, 5`93407j 1
.294e-6 1
-1,123e-5. 22-79 N40 max 0
2
-.004 1 1 0
1 -3.542e-71 1 -1.919e-6 1 -4.672e-61 1 1 80 m-in
. 0
, 1
-:009 12' 0
- 2.j-9.157e-7 2
-4.564e-6
- 2.
1.072e-5 2:
81 N41 max 0
2 0
1i 0
1 1 1.382e-6 2
6.111e-6 2
-4.405e-6 1
.82..
ni 0
1 02*
.2 6A:45'1e-7*. w.t.2194,1e
': 1>,-6*-'025er5 2"'
83 N42 max 0
2 0
1 0
2 -9.932e-5 1 -1.924e-6 1
2.626e-6 2
84 min 0
1
-0:02 2
- '0
'1, -2.283e-41 2
-4.574e-6 2
5.134e-8 1
85 N43 max l 0
1 1 -.004 1
0 2 -3.623e-5 1 -1.924e-6 1
1.014e-5 2
86
,minI
- 0.<-
2 1.. 009
.2 0
1, -8.189e-5,,2.. -4.574e-6.2 4.348e-6i 1 87 N44 max 0
2
-.004 1
0 2
9.285e-6 2
-1.924e-6 1
2.145e-6 2
88
,min "0
m 1
-009 2"' -70
.1 4.041 e-61 r4i5746e6 2 -1.689e-71 1 89 N45 max 0
1 0
1 0
2 7.066e-6 2
6.142e-6 2
1.009e-5 1 2 90 mmin 0
21
-,001 2
0 1
3.403e-6
-1 2.956e-6 1
4.325e-6I1 91 N46 max l 0
2
-.004 1
0 2
4.409e-6 2
-1.924e-6 1
1.014e-5 2
92"'
i mn
. m
...... 0 1;'
009<"
2 7
0 1
222418e*6 4 1,; -4,574'6-6 2',.34:3
-'S.1 93 N47 maxl 0
2 0
1 0
2 6.907e-6 1 2 6.116e-6 2
1.019e-5 2
94 d
i 0
1
- 0o1... 2 7o 0
1.71 833286-6.*
1: 2.94566 1 4.369e'6
.1':
Envelope Joint Reactions Joint X k Ic Y Ik' Ic Z [k]
Ic MX[k-ft]
Ic MYLk-if]
Ic MZ k-ft]-
Ic 1
N20 max 1 0
1 3.463 2
0 1i 0
1 1 0
1 0
1 2
min 0'
1 1.613 1
0 ii 0
,1 0,
1 10 1
3 N22 max 0
1 3.463 2
0 1
0 1
0 1
0 1
0n <
2 1'8V13 1'>0 2'.
~'1' 0
1 5
N21 max 0
1 3.463 2
0 1
0 1
0 1
0 1
6 min 0
1 1.613 1
0 1T'i 0
1 0
11 0
1i 7
N19 max 1 0
1 3.463 2
0 2 1 0
i 0
1 0
11 8
min 0
2.1.613 1
'0 0:1 0
1 0
1 9
N1 max 0
1 0
1 0
1 0
2 0
1 0
1 10i 0_0_0_1 11 Totals:
max 0
1 13.85 2
0 1 I 12 mi 0
" '-2 6.45 2i 0
2, II Envelope Member Section Forces Member Sec Axial[k]
Ic y Shear[kl Ic z Shear[k]
Ic Torque[k-ftl Ic v-v Momen... Ic z-z Momen... Ic 1
M1 I 1 Imax 0
1 I 0
I 1 0
1 0
1 0
1 0
1 2
min i 0
1 1,,'.
0...
1 0
1I 1
... 0,%, 1
,0 1
-, o
.0 1
5 3
max 0
1 0
1 0
1 0
1 0
1 0
1 mm 1
01'
'01
.0G,~ 1 00 R6 Vrin min
- \\0--
Dign" RN0 13-10" B-61.0 WORK 1
"-0
- 0.
1 P g e 17 RISA-3D Version 7.1.3
[M:\\... \\... \\... \\... \\Design\\CR-N1013-102 BT2-60.BT5-240 WORK PLT.8xl0.R3D] Page 17 Attachment "B" Calculation CR-N 1013-100 (Page 82 of 219)
Page 222 of 364 Z16
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 223 of 364 Company Precision Surveillance Corp.
Designer Brian Giometti Job Number CR-N1013-102 CR3: BT2-60 & BT5-240 Work Platform Design Checked By: CýC Envelope Member Section Forces (Continued)
Member Sec Axialil Ic yShear[.k Ic z Shearik]
Ic Torque c V_ Momen... Ic z-z Momen... Ic 7
M2 1 max 0
1 1
0 11 0
2 0
1 0
1 11 3max 0
1 0
1 0
1 0
1 0
1 0
1 13 M3 1max 0
T
.819 2
0 1
0 1
0 I1 0
1 17 3
max 0
1
-.356 1
0 1
0 1
0 1
0 1
18',,
min
- o.
2
-.819, 2
0 i~
0 "2jx0,':0*i.'1 0
-"1;:
19 M4 1
max 0
2
.819 2
0 1
0 1
0 11 0
1 20:
min 0
`j1
.%356-1
- 0.
00 2
0 1
0.
11 23 3
max 0
2
-.356 1
0 I1 0
1 0
1 0
1 24 min 0
21 -.819, ;2
'0
- 1.
0 21 0
1 0
11 25 M4 1
max 0
2 1.638 2
0 I1 0
1 0
1 0
1 26, L
minný -0 1"
356."
'1
'0
- 1~
21 0-H 0
1):_
29 3
max 0
2
-. 713 1
0 I1 0
1 0
1 0
1 30 min 0
1.638 2
0
'1 0
2 0' "
0 f1.
31 M6 1
max 0
1 2.013 2
0 I 1 0
2 0
1 0
1 326d K
mm 0
2
,13088: 1 0
.1'0
,1 0'
1 0
'.l 35 3
max 0
1
-1.088 1
0 I 1 0
2 0
1 0
1 36 3
max 0
1 2
132
. 0 1
0 21 0
1 0
1 37 M6 1
max 0
1 1.063 2
0 1
0 2
0 1
0 1
441,'.
'thi
-2.6_
-o~.
1
'0
, 1-1 0 0:
0 A 1 0
1 41 3
max 0
1 1-.088 1
0 1
0 2
0 1
0 1
428
.Imin 0.4 2
- -1 638 2
0 1
0 1
0 10
"'1 43 M8 1
max
-1.282 1
.003 2
0 1
0 1
_0
__1_0_1 44
___i:*
."'Trmin- }2.6593 2
-10 1-1
'-0 1
- ':0 2
_O__ __
,,::1 47 M
3 max
-1.613 1
0 16 1
0 1
0 1
0 I 1 0
1 49 M10 lmax-1227 1,
- 001 12 0
1 0
1 0
1 0
1 53 3
max
-1.613 1
00 1
0 2
0 1
OH 0
1 6;'54 '3/4
.~ "".min'" -3,463.2WW',0<';:-,i
'. 0 'Q 1i;,
O,"0K, 1....
0W'4L"L-..
0.:... 3/4' 0_
2-_
_-1.
'2 1
IT, 5
Ml 8
1 max
-1.282 1
.002 1
2 20 1
0 1
6",: 1
'1 min
-2.663 2
.00 21
.-0 1
0
-1 0
45 3
max
-1.613 11 0
1 0
1 0
1 0
I 1 0
1
'60.
1 min
-3.463 21
.0 1 1 0
1-0' 1
0_
[7 0
i 61 M12 1
max
-1.281 1
.002 1 2 0
0 046 1
0 1
62 in'1-2.663 2 -00
'{2.0 1
0 2
0
[i
.0 1
65 3
max
-1.613 1 L_0 111 0
1 2 0
1 046 1
0 1
66'"-,
'.'min
'-.634 2
- 0.
1.0:11i 0.'
1 001 1V '019 I1 67 M1 1 imax
-.285 1
0 1
0
-1 0
2 046 2
.046 1
".,,min" 1 7n.66 2 L-003 i[12 0
1i 0
1
.019 1 -.
019 1:
71 3
max
-.286 1
0 1
0 11 0
21 046 12
.0 1
'72
'mi 684 2
m0 1
0 2-0 11 019 1
.09.
"1 73 M13 1
max 128 1
0 0 1
0 2
0 21 04 2
-0 74 min
-2.6m
-.6 02 1
0' 1
0 1
0 110
[
0 2
75 3 1lmax
-.283 1 1 0
1 0
2 00 462
-.0 1
86....
mn ' -.060 2
02, 1
0 1
70 1
0 1
0 2
79 M1 imax
.002 1
0 1
0 1
0 2
0 6 2
0 2
3 3 max
-.0028 1
0 T
0 1
0 2
0 2
0 2
'8'7'2'~
~
min
-'-0684 2
0 1 1 0
1ýt 0,
1
.0 1
.01 13/4 85 M13 1
1 max
-.003 1
0 1I1 0
[41 0
2 1.04_2_.09 86 1
max
-.003 2
0 1
0 1 1 0
2_.462_.09_
89 M14 1 1 Imax
.003 1
0 0
1 0
1 1 0
2 0
12 0
RISA-3DVersion 7
[20.
W P
1 90'o min L~b-.006 2
0 1
01111 0
1.oi 91 M15 I1 max
-. 4036.1 0
0 1t 0
2j OH2 0
RISA-3D Version 7.1.3
[M:\\... \\... \\... \\... \\Design\\CR N1013-102 BT2-60.BT5-240 WORK PLT.8x10.R3D] Page 18 Attachment "B" Calculation CR-N 1013-100 Z16 (Page 83 of 219)
Page 223 of 364
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 224 of 364 Company Precision Surveillance Corp.
Designer Brian Giometti Job Number CR-N1013-102 CR3: BT2-60 & BT5-240 Work Platform Design Checked By: CGC Envelope Member Section Forces (Continued)
Member Sec Axialfkl Ic Shearfk Ic z Shear k c
Torau[K-ffl Ic v-Momen... Ic z-z Momen... Ic 92 min
-1.054.'
2 0
.1 02.0.1 0
J. 11 O-.
0
- 1. :
95 3
max
-.436 1
0 7
0 1
0 2
0 1
0 1
il96
~'~in
-. 54 2P' o;0 1
0 7
- 1.
.o 7-o 1
0 97 M17 1lmax
-.436 1
0 1
0 1
0 1 1 0
1 0
1 9118 17m'
-A1.42--
0 0
1 0
2 0
1-0 1
101 3max
-.436 1 1 0
1 0
1 0
1 0
01 0
1 102 ;,:
' m.
m
,'ri
-1.054>,'.:*2 i
0 > 1
- :4 0 ;- -,'.1
- 0,:
.2.*
. 0 1;*!f:ii 0
1**"/
'i 103 M18 1max
-.437 1
0 1
0 1
0 2
0 1
0 1
14047
r~
iin-1.~04
~.'
0W*1 0
Z["*"
1 0
107 3
max
-.437 1
0 1
0 1
0 2
0 1
0 1
108
.min
-1.054
, 2 0
1 0.11' 0
1[
0 11 0:
107 M19 llmax 0
1 0
1 0
1 0 0 210 0
1 0
1 1108
.1__,
min 0
2-1 0
'2
0"
. 12 0
1, 0
1 0,1 A1 113 3
max 0
1 0
1 0
12 0
1 0
I 1 0
1
'114 0 7,
,jmm 0'
"11' 0"
Q*.12Y, 0
- -O.
1
"__0_" 1.
115 M20 imax 0
1 0
1 0o 0
1 0
1 0
1 "1164 aminm
- 0.
'2 0
0 0;:'
p1'
'0 21 0
0 1
119 3M max 0
1 0
1 0
1 0
1 0
1 0
1
- 120
'[mi 0
', 2 0
- 1.
0
.0 2
0-1
- 1 121 M21 11 max 0
1 0
1 0
2 0
1 0
1 0
2
-122,:'*
.,min0
>: 1>..
miný.ý 0
0,-
0" 2
0',O.:j' 1 0
2
&'0 1.>'1'i 125 3
max 0
1 0
2 0
2 0
1 0
2 0
2 126 in mm
- 0.
1'"0"'1
.0 "0
1 0
1
'0 1
127 M22 1
max 0
2 0
1 0
1 0
2 0
1 0
1 128
-min, 0
1-I4 0
- 11.
0 "
0 1
0 0 ?
1 131 3 3max 0
2 0
1 0
1 0
2 0
1 0
1 132 1.,.,
min0 10 i
0:.'*'0 1
0 1'
0 1
- 0 1
0.'
133 M23 1
max 0
1 0
1 0
1 0
2 0
1 0
1 134
[ min 0
1" 0".
1 0
1 0
1 0
1 0
' 1 1137 3 1 max 0
1 0
1i 0
1 0
2 0
1 0
1 138 1 [
min
-0.
'i 0
11 0
1.
0 0
1 0,
1 139 M24 1 1max 0
1 0
2 0
1 0
1 0
1 0
1
'14 1_
mm 0--1---
143 3
max 0
1 0
1 0
1 0
1 0
2 0
2 min 0,
,0 1'.
2 0
1 0
1"' '0 1
"O0.
I 145 M25 1
max 0
1 0
1 0
2 0
1 0
1 0
11 146 minm 0
'.1 0
-.. 1 0
.i 1 0
11
,:0 J* 11---
0
.1-149 3
max 0
1 0
1 0
1 1 0
1 0
1 0
2 1 5 0 IT
,"I'
.' r4
- in
'. ' 10 il I 2 0
i [
00 2-0
, 72:
151 M26 1
max 0
1 0
1 0
H 1 0
1 0
1 0
1 152
'h b,
m 0
0 1
0 1:-
0 2
0 1
o "1.
155 3
max 0
7 0
1 0
I1 0
11 0
1 0
1 156 m
min 0
0 0
0 2.1 0
- 1 0
'1 157 M27 1 1 max 0
2 0
1 0
1 0
11 0
1 0
1 158
-'"Min,'
0
'1 0
"1"'
0 11 0
2* ', :0-
"1 16 m..0.1.0 1
0 1i 0
2[_
161 3
max 0
2 0
1 0
0 1
0 1
0 1
i6 ::*'
" imin' 1
'0
." 2i 0,:i'-1*"
0,
"0, :2 1i 0 "
..0 '.* I I:
163 M28 1
max 0
1 0
1 0 7 1
0 1
0 1
0 1
164 3,max 0
O 0 0
I1 0
1[
0 1
0'1 169 M29 1
min 0
2 0
1-0
", 1 0
1 0
1 0
1 167 3
max 0
1 0
1 0
1 0
1 0
1 0
1
-1681 I'.mn 0
1 0 j",'< i 0
1 0
1'~
169 M29
-1 max 0
2 0
I 0
1 0
1[
0 1
0 1-173 3
max 0
2 0
I1 0
I1 0
. -1 0
1
[i~ [IIL~~
0 1
0 Ii Ii 0
0
~1 1764
.m 0'
1 0
k 1 0
2 11 I0 1
175 M30 1 Imax 0
1 0
I1 0
1 0
0 0
1 RISA-3D Version 7.1.3
[M:\\...\\...\\...\\ \\Design\\CR-N1013-102 BT2-60.BT5-240 WORK PLT.8xI0.R3D] Page 19 Attachment "B" Calculation CR-N 1013-100 Z16 (Page 84 of 219)
Page 224 of 364
PCHG-DESG Company Designer Job Number Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 225 of 364 Precision Surveillance Corp.
Brian Giometti CR-N1013-102 CR3: BT2-60 & BT5-240 Work Platform Design Checked By: CýC Envelope Member Section Forces (Continued)
Member Sec Axiai I
c yShear[k]
Ic z Sheark Ic Torquek-ft Ic Momen... Ic z-z Momen... Ic 179
- 3 max -
o 1_
0 o
_,"1 F
° 0 1
0 727 0° 1
o 1
179 3
max 0
1 0
1 0 L 1
0 2
0 1
0 1
181 M31 1
max 0
1 0
1 0
1 0
2 0
1 0
J 182 1min 0
2 1
n 17-0 1
185 3
max 0
1 0
1 0
1 0
21 0
1 0
1 1861
...M i
in"'
0 11 0
U01
,"' 0 1
0"
_0__".411 187 M32 max 0
1 0
1 0
1 0
1 0
1 0
1 818
- 'K min
.O 2 1l "0"
1 0
1 0
11 o
I1 0
j1.
191 M34 3
max 0
1 0
1 0
1 0
1 0
I 1 0
1 1920 mm 0
1 0'
1 0
1 0
1 0
1 0
1.
193 M33 1
max 0
1 0
1 0
1 0
2L 0
1 0
1 197 3max 0
1 0
1 0
1 0
0 1
0 1
194 1
max 2
1 0
1 0
1 0
0 11 0
1 198 1 1 min 2
0
.1:
.0 1
0 1I 0
1 0
1 199 M34 Imax 0
1 0
0 1
0 2
0 I1 0
1 200 I"min 0
2 0
.1 0
- 1.
0 I
0 11 0
' 1 203 M
13 max 0
11 0
1 0
1 0
2 0
1 0
1 min____
1i
- 0.
j 07-A."
2051 Imax 0
21 1
0 21 0
1 1
0 1
20 ~ m 0
1~0 1.~0 1_'.
0 1-0
_,1 206 1, j ;
min I 105 2:O 1,
00 1
ýO' -
2 0
- 2-
.0 i-
.0T : 2 209
- 3.
3maxI 0
21 0
1 0
1 0
2 1 0
11 0
11 21
11in,
0<
_:II 1
00' 1ý 0
iT, t._ -- -,
1:.1n
't0" 211 M36 1
max 0
2 0
1 7
0 1
0 2
4 0111 0
1 216
.'iin 0
- 1.
I*
215 3 max 0
21 0
1 0
1 0
2 40 1
1 0
217 M37 1
max
-.437 1
.0 2
0 1
0 1
-.004 1
009 2
218' mm :1.5.
2~
003 1
0 2
0
'2
-.009.
1 2
.004 1..
- 221 I3maxI
-.437 11.06 2
0 1
0 1
.007 1 2
.003 1
12221 m*
W m0 43
,2 2 2'.003.7 0
2 0
L2
.003-0071 Envelome AISC ASD Steel Code Checks Member
...$b~e Code C... Loc ftJ Ic Shear... LocIftj Dir Ic Fa [Ksf Ft ksiI Fb v..
Fb z-z y..c Cmcmz ASD Eqn 1
M1 W8X22
.028 5.5 2
.035 7
7.52 v
2 17.328 28.728135.91 24.61
- 11.
.6 1 H1-2 21 M2M W10X22
.028 5.5 2 ' 035 '1 3481y ;2 17.328 28.728 35.91 224 61 i 6 1 H 1 -2'-
3 M3 W8X24
.031 3.75 2
.022 0
y 2 23.687 28.728 35.91 28.728 1
.6 1
H2-1 4
, M4
' W8X24
.0313.75 2
.020 75y 2 23:685 28.728635.1 32.721 1.2687.6H2 5
M5 W8X28
.053 3.759 2
.037 7.5 y 2 23747 28.728 35.91 28.728 1
.6
- 1.
H1-3 6
' M6 6W8X28 A.0772 3.75 2:
2
.046 0T75 y-.i2.23.747 28.728 35-91 281.28 1
.!6' 1
H2-1 7
M7 W8X28
.053 3.75 2
.037 0
v 2 23.747 28.728 35.91128.728 1 1.6 1 1 H2-1I 8
M8 W6X16
.025 13179 2
.000 11.607 y 2 25.15 28.728 35.91131.601 1
.6
.6 H2-1 9
M9 W6X1 6
.025 [3.179 2
.000 0
.2 25.15 28.728 3.5.91131.6011 11.6 1.6 H2-1 10 Q,',Mj1 0.
-W6X1 6
.025~ 37 2 :%ýý.'000`ý" 11.607 2.2 25.15 2 8;.72& 35.9131.6011
-6.6', H H27"1 11 M11 W6X16
.025 3.179 2
.000 11.607 vy 1 25.15 28.728 35.91 31.601 1 1.6 1.
H2-1 12 M12 L4X4X6
.008 F.'0 2
L000 I 0 zj 2 24:057 28.728 - C;.'
Iii I-H2-1]
13 M13 L4X4X6
.008 1 0 1 2
.000 I 0 z 12 24.057 28.728 -Co..
H2-1 14
- M14 L2X2X4
.000& AI 1 2
, 000 I.0
.z 2 16.109 28.728 Co..*
II.
I H2-1 15 Mi5 L2X2X4
.000 0 1 1
.000 I 0 z 2 12.112 21.6 Co..
H1-1 16",MI 6' L4X4X6
.'.013, K'0J'2<.
000D1'0"o
- ' 2 22.9731 :28.728':
9;.'; IVU4XXI:i
- ':I R2-i 17 M17 L4X4X6
.013 1 0 2
.000 I 0 z 2 22.973 28.728 1-Co.I 1_
- 1.
l H2-1 1 18 M18 L4X4X6
- 01381 0 1 2
':.000 1 0 z 2 22.973 28.728 -Co.
.I I H2-i 19 M19 L2X2X4
.000 I 0 I 1
.000 0
z12 13.332 21.6 -Co..
I I
H1-1
- 20.
WM20 L2X2X4
.000 ],--'o 1 2
-. 000 o
0: i'J 2 18.151 28.728 -Co..
j
,., I, H2-1 21 M21 L2X2X4
.000 0
1
.000 0
z 2 13.332 21.6 -Co..
H1-1I 22' 'M22 "L2X2X4
.000 T " '0 2
.000 0 'z' 2.19.426 28.728 -Co.;:
, Hi-i 23 M23 L2X2X4
.000 1 0 1 __1
.000 0
z 2 14.606 21.6
-Co..
J Hi-1i RISA-3D Version 7.1.3
[M:\\...\\...\\ \\...\\\\Design\\CR-N1013-102 BT2-60.BT5-240 WORK PLT.8xl0.R3D] Page 20 Attachment "B" Calculation CR-N1013-100 (Page 85 of 219)
Page 225 of 364 Z16
PCHG-DESG Engineering Change 0000075218RO EC 75218, Revision 0 Attachment Z16, Page 226 of 364 Company Precision Surveillance Corp.
Designer Brian Giometti Job Number CR-N1013-102 CR3: BT2-60 & BT5-240 Work Platform Design Checked By: C_ C Envelope AISC ASD Steel Code Checks (Continued)
Member Shaoe Code C... Loc[ft]
Ic Shear... Loc[ftl Dir Ic Fa NO Ft fksil Fb v...Fb 7-z F... Cb Cmv Cmz ASD Eon
_24'
%_124, LX2X4,
.000.,,
1'.
.ui
.000 1.583 VI2 1i3.332~ 21.6 C(
Hý 25 M25 L2X2X4
.000 0_
1
.000 11.583 z 2 13.332 21.6
-Co..
H1-1
-"26
, M26
] L2X2X4
.* 000
- 0.
1
-:.000,.' 1'0'o
- z 12, 14.606 21.6 7-Co:.,.
27 M27 L2X2X4
.000 0
2
.000 00 z 12 13.88 28.7281-Co..
I Hi-i 28 M28 L2X2X4
ý:.000 0"l.
".000 0
z l 12.973, 2i.6: f-co.. "
i.H1-1 29 M29 L2X2X4
.000 0
1 2
.000 0
z 12 15.298 28.7281-Co..
I Hi-i 30
- M30*,
L"2X2X4,,,.000, -
0
.:2- :,.*00,0
-. *--0 **; z *2 13.88 28.728*1-C:o~i K
K*,
H2-i12!
31 M31 L2X2X4
.000 0
2
.000 0
z2 15.298 28.728 -Co..
H2-1 33 M33 L2X2X4
.000 0
2
.000 0
z 2 15.298 28.728 -Co..
H2-1 34 M34ý L2X2X4.. 000 0"!0 2
.000 0
Iz 2
13.88 28.728-Co..
H2-1'*'
35 M35 L2X2X4
.000 0
I 2
.000 0
z 2
13.88 28.728 -Co..
I I I Hi-36 M36 L2X2X4
.000 0 1 2
.000 0". z1 2 15.298 28.728 -Co..
I:f H1-i1 37 M37 L4X4X6
.013 0
1 2
.000 1 0 1 v 2 22.973 28.728-Co..
I
_ H2-I RISA-3D Version 7.1.3
[M:\\...\\...\\...\\...\\Design\\CR-N1013-102 BT2-60.BT5-240 WORK PLT.8xl0.R3D] Page 21 Attachment "B" Calculation CR-N 1013-100 Z16 (Page 86 of 219)
Page 226 of 364
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 227 of 364 z Y Precision Surveillance Corp Brian Giometti CR-N1013-103 CR3 - BT3-120 & BT4-180 USF Design CR-N1013-103 BT3-120.BT4-180 (Page 87 of 219)
Page 227 of 364 Attachment "B" Calculation CR-N 1013-100 Z16
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 228 of 364 1422 ON444
¶428 N413
, *- 5 4
W63 21
,59 7
43 IN 64 A "N C1.40 IN63A
¶4
,,'J58N 3
%f15 I I325
%423 h'64 I'439
~~21 11"Al 744 2 N '4 66
¶45Q,'
1452
-<V35
ý440 124 "38
¶424
",A Precision Surveillance Corp Brian Giometti CR-N1013-103 CR3 - BT3-120 & BT4-180 USF Design cR-N1013-103 BT3-120BT4-180..:
(Page 88 of 219)
Page 228 of 364 Attachment "B" Calculation CR-N 1013-100 Z16
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 229 of 364 yA CR3 - BT3-120 & BT4-180 USF Design CR-N1013-103 CR-N1013-103 BT3-120.BT4-180..
Attachment "B" Calculation CR-N1013-100 Z16 (Page 89 of 219)
Page 229 of 364
PCHG-DESG Engineering Change 0000075218RO EC 75218, Revision 0 Attachment Z16, Page 230 of 364 y
CR3 - BT3-120 & BT4-180 USE Design CR-N1013-103 CR-N1013-103 BT3-120.BT4-180..
Attachment "B" Calculation CR-N 1013-100 (Page 90 of 219)
Page 230 of 364 Z16
PCHG-DESG Engineering Change Z
y 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 231 of 364 co,.*6c6a CNo Check i7i5.90
-6 75k 30 5 Member Code Checks Displayed Loads: LC 1, DL + LL Results for LC 1, DL + LL Reaction units are k and k-ft Precision Surveillance Brian Giometti CR3 - BT3-120 & BT4-180 USF Design CR-N1013-103 CR-N1013-103 BT3-120.BT4-180...
Attachment "B" Calculation CR-N 1013-100 (Page 91 of 219)
Page 231 of 364 Z16
PCHG-DESG Engineering Change z
x 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 232 of 364 Code Check
- l..Ce c I >1.o0
.90-1.0
,75-,90 45 Member Code Checks Displayed Loads: LC 2, DL+LL+OL4 Results for LC 2, DL+LL+OL4 Reaction units are k and k-ft Precision Surveillance Brian Giometti CR-Ni 013-103 CR3 - BT3-120 & BT4-180 USF Design CR-N1013-103 BT3-120.BT4-180...
Attachment "B" Calculation CR-N 1013-100 Z16 (Page 92 of 219)
Page 232 of 364
PCHG-DESG Engineering Change yA 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 233 of 364 Code Check
- No Calc 1.0
.90-10 I
,75-.90 30:.50
-6 75k 40 6 Member Code Checks Displayed Loads: LC 3, DL+LL+OL5 Results for LC 3, DL+LL+OL5 Reaction units are k and k-ft Precision Surveillance Brian Giometti CR-NI 013-103 CR3 - BT3-120 & BT4-180 USF Design CR-N1013-103 BT3-120.BT4-180...
Z16 Attachment "B" Calculation CR-N 1013-100 (Page 93 of 219)
Page 233 of 364
PCHG-DESG Engineering Change y
z x
0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 234 of 364 Coda Check IP No Cc
>1.0 90-1.0
.75-.90 0-50
-6,75k
-3 1 47 4 Member Code Checks Displayed Loads: LC 4, DL+OL+WLX Results for LC 4, DL+OL+WLX Reaction units are k and k-ft Precision Surveillance Brian Giometti CR-N1013-103 CR3 - BT3-120 & BT4-180 USF Design CR-NI013-103 BT3-120.BT4-180..
Z16 Attachment "B" Calculation CR-N 1013-100 (Page 94 of 219)
Page 234 of 364
PCHG-DESG Engineering Change y
z x
0000075218RO EC 75218, Revision 0 Attachment Z16, Page 235 of 364 Code Checkj INo CallI 90-1.
.75,90j 50-.75 0 -50
-6.75k 31A Member Code Checks Displayed Loads: LC 5, DL+OL-WLX Results for LC 5, DL+OL-WLX Reaction units are k and k-ft Precision Surveillance Brian Giometti CR3 - BT3-120 & BT4-180 USF Design CR-N1013-103 CR-N1013-103 BT3-120.BT4-180...
Z16 Attachment "B" Calculation CR-N 1013-100 (Page 95 of 219)
Page 235 of 364
PCHG-DESG Engineering Change Z
X 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 236 of 364 Code Check
.50-75
-6.75k 542k/ft 42.2 Member Code Checks Displayed Loads: LC 6, DL+OL+WLZ Results for LC 6, DL+OL+WLZ Reaction units are k and k-ft Precision Surveillance Brian Giometti CR3 - BT3-120 & BT4-180 USF Design CR-N1013-103 CR-N1013-103 BT3-120.BT4-180...
Attachment "B" Calculation CR-N 1013-100 (Page 96 of 219)
Page 236 of 364 Z16
PCHG-DESG Engineering Change Y
0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 237 of 364 Code Check
.90-1.0 75,90
.50,75l o0-.5
-6.75k 36 3 Member Code Checks Displayed Loads: LC 7, DL+OL-WLZ Results for LC 7, DL+OL-WLZ Reaction units are k and k-ft Precision Surveillance Brian Giometti CR-Ni 013-103 CR3 - BT3-120 & BT4-180 USF Design CR-N1013-103 BT3-120.BT4-180...
Attachment "B" Calculation CR-N 1013-100 (Page 97 of 219)
Page 237 of 364 Z16
PCHG-DESG 14.098k 2.149k 14,098k Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 238 of 364 Code Check No Calc
- 1.0
- 90-1.0
.50-:75t 0 -50o 14098k 50.6 Member Code Checks Displayed Loads: LC 8, DL+OL+0.7(ELX+ELY)
Results for LC 8, DL+OL+0.7(ELX+ELY)
Reaction units are k and k-ft Precision Surveillance Corr Brian Giometti CR-NI 013-103 CR3 - BT3-120 & BT4-180 USF Design CR-N1013-103 BT3-120.BT4-180 Attachment "B" Calculation CR-N1013-100 Z16 (Page 98 of 219)
Page 238 of 364
PCHG-DESG Engineering Change y
z x
0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 239 of 364 Code Cieck I No C Ic I
1.o0 90-1.0l
- 75.,90 0-50
-2,149k
-2,149 27 9 Member Code Checks Displayed Loads: LC 9, DL+OL-0.7(ELX+ELY)
Results for LC 9, DL+OL-0.7(ELX+ELY)
Reaction units are k and k-ft Precision Surveillance Cori Brian Giometti CR-N 013-103 CR3 - BT3-120 & BT4-180 USF Design CR-N1013-103 BT3-120.BT4-180.
Attachment "B" Calculation CR-N 1013-100 Z16 (Page 99 of 219)
Page 239 of 364
PCHG-DESG Engineering Change y
~AK 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 240 of 364 Code Check No Cal
.75-.9o M5-.75 I 0.-.50
-6,75k 5.425k 2.
37.8 Member Code Checks Displayed Loads: LC 10, DL+OL+0.7(ELZ+ELY)
Results for LC 10, DL+OL+0.7(ELZ+ELY)
Reaction units are k and k-ft Precision Surveillance Corp Brian Giom-etti C
CR-N 1013-103 CR3 - BT3-120 & BT4-180 USF Design CR-N1013-103 BT3-120.BT4-180..
Attachment "B" Calculation CR-N1013-100 (Page 100 of 219)
Page 240 of 364 Z16
PCHG.DESG Engineering Change y
0000075218RO EC 75218, Revision 0 Attachment Z16, Page 241 of 364 Code Check I No Ca4
.9001.0 75-90
.50- 5]
0
-50
-6,75k -2.149k 1 -6 75k-149k
-5.425ký
-2. I,
-5.425k 40.7 J Member Code Checks Displayed Loads: LC 11, DIL0.
7(ELZ+ELy)
Results for LC 11 DO+OL-0 7(ELZ+ELY)
Reaction units are k and k-ft' PeioSuelne 3
USF Desig1 SCR-N I1313-1033C
-10310 BT: 2.
418 T
Ci R'NIO13"1:03 B:31:0BT-8 Z16 Attachment "B" Calculation CR-N1013-1 0 0 (Page 10o1 of 219)
Page 241 of 364
PCHG-DESG Engineering Change z y 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 242 of 364 Code Check No CaolI90-Y5-90 50-75 0-'50
-6.75k 4937 Member Code Checks Displayed Loads: LC 12, DL+0.75LL+OL+0.75WLX Results for LC 12, DL+0.75LL+OL+0.75WLX Reaction units are k and k-ft Precision Surveillance Corp Brian Giometti CR-N 1013-103 CR3 - BT3-120 & BT4-180 USF Design CR-N1013-103 BT3-120.BT4-180.
Z16 Attachment "B" Calculation CR-N1013-100 (Page 102 of 219)
Page 242 of 364
PCHG..DESG Engineering Change Y
0000075218RO EC 75218, Revision 0 Attachment Z16, Page 243 of 364 Code Check NI o Ca 75-.90 050~
-6 75k 37,5 Member Code Checks Displayed Loads: LC 13, DL+0 75LL+OL0 75WLX Results for LC 13, DLýO 75LL+OL-0.75WLX Reaction units are k and k-ft Precision Surveillance CorR3 Bra BT3-120 & BT4-180 USF Design
- "CR-NI013-103 R-N1013-103 B3T3-120,BT4-180 Z16 Attachment "B" Calculation CR-N1013-1 0 0 (Page 103 of 219)
Page 243 of 364
PCHG-DESG Engineering Change y
z x
0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 244 of 364
-Cod Check INýo Calc il.s-oII 9i 1
-6.75k
.407k/ft 45,8 Member Code Checks Displayed Loads: LC 14, DL+0.75LL+OL+0.75WLZ Results for LC 14, DL+0 75LL+OL+0.75WLZ Reaction units are k and k-ft Precision Surveillance Brian Giometti CR-N1013-103 CR3 - BT3-120 & BT4-180 USF Design Z16 Attachment "B" Calculation CR-N1013-100 (Page 104 of 219)
Page 244 of 364
PCHG-DESG Engineering Change Y
0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 245 of 364 Code Check~
INo call
.9-1.01 75,90~
150- 75
- 0-50
-6.75k 41 4 Member Code Checks Displayed Loads: LC 15, DL+0.75LL+OL-O.75WLZ Results for LC 15, DL+0.75LL+OL-0.75WLZ Reaction units are k and k-ft Precision Surveillance Corp Brian Giometti CR-N1013-103 CR3 - BT3-120 & BT4-180 USF Design CR-N1013-103 BT3-120.BT4-180..
Attachment "B" Calculation CR-N 1013-100 Z16 (Page 105 of 219)
Page 245 of 364
PCHG-DESG Engineering Change Y
0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 246 of 364 Code Check t
No Calc
'1.0
- 90-1.0 M5-75 0 -.50 10 5~k, 10.573k 10.573k 52 1 Member Code Checks Displayed Loads: LC 16, DL+0.75LL+OL+0.75(0.7ELX+0.7ELY)
Results for LC 16, DL+0.75LL+OL+0.75(0.7ELX+0 7ELY)
Reaction units are k and k-ft Precision Surveilance Corp Brian Giometti CR-N1013-103 CR3 - BT3-120 & BT4-180 USF Design CR-N1013-103 BT3-120.T4-180 (Page 106 of 219)
Page 246 of 364 Attachment "B" Calculation CR-N1013-100 Z16
PCHG-DESG z
.x
-1 612k Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 247 of 364 CoeChecek1 Neo cal So.90-1.
35 1 Member Code Checks Displayed Loads: LC 17, DL+075LL+OL-0.75(0.7ELX+0.7ELY)
Results for LC 17, DL+0.75LL+OL-0.75(07ELX+0.7ELY)
Reaction units are k and k-ft Precision Surveillance Corp c
Brian Giometti CR-N1013-103 R3 - BT3-120 & BT4-180 USF Design CR-N1013-103 BT3-120.BT4-180..
(Page 107 of 219)
Page 247 of 364 Attachment "B" Calculation CR-N 1013-100 Z16
PCHG-DESG Engineering Change x
0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 248 of 364 Code Check
- 90-1.0
ý75-90
!.5;0,7 i -:50
-6.75k 42,5 Member Code Checks Displayed Loads: LC 18, DL+0.75LL+OL+075(O.7ELZ+0.7ELY)
Results for LC 18, DL+0.75LL+OL+0.75(0.7ELZ+0.7ELY)
Reaction units are k and k-ft Precision Surveillance Corp C
Brian Giom1etti CR-N 1013-103 R3 - BT3-120 & BT4-180 USF Design CR-N1013-103 BT3-120.BT4-180...
(Page 108 of 219)
Page 248 of 364 Attachment "B" Calculation CR-N 1013-100 Z16
PCHG-DESG
-1.612k
-4 069k Engineering Change 0000075218RO EC 75218, Revision 0 Attachment Z16, Page 249 of 364 Code Check
.75-90 44.7 Member Code Checks Displayed Loads: LC 19, DL+0.75LL+OL-0.75(0.7ELZ+0.7ELY)
Results for LC 19, DL+0.75LL+OL-0 75(0.7ELZ+0.7ELY)
Reaction units are k and k-ft Precision Surveillance Corl Brian Giometti CR3 - BT3-120 & BT4-180 USF Design CR-N1013-103 R-N1013-103 BT3-120BT4-180...
(Page 109 of 219)
Page 249 of 364 Attachment "B" Calculation CR-N 1013-100 Z16
PCHG-DESG Engineering Change Y
z x
0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 250 of 364 Code Check Ito Calc1
.0o
-6.75k
.61 72.8 Member Code Checks Displayed Loads: LC 20, 4:1 Equivalent Results for LC 20, 4:1 Equivalent Reaction units are k and k-ft Precision Surveillance Brian Giometti CR-N1013-103 CR3 - BT3-120 & BT4-180 USF Design CR-N1013-103 BT3-120.BT4-180..
Attachment "B" Calculation CR-N 1013-100 Z16 (Page 110 of 219)
Page 250 of 364
PCHG-DESG Engineering Change y
0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 251 of 364 Code Check S75-90N
! '05°
.61 Member Code Checks Displayed Solution: Envelope Precision Surveillance Brian Giometti CR-NI1013-103 CR3 - BT3-120 & BT4-180 USF Design CIR-N1013-103 BT3-120.BT4-18O.
Attachment "B" Calculation CR-N 1013-100 Z16 (Page 111 of 219)
Page 251 of 364
PCHG-DESG Company Designer Job Number Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z1 6, Page 252 of 364 Checked By: CýC Precision Surveillance Corp Brian Giometti CR-N1013-103 CR3 - BT3-120 & BT4-180 USF Design Global Display Sections for Member Calcs; 2
-Max lnterna.I..
tions.for.Merr.er..CIacs¢
_100
,0 Include Shear Deformation Yes lIclude,,Warpjig I;
.yes..
Area Load Mesh (in^2) 144 MrfgT661&anice ý(in 12
$ K 2;
1 P-Delta Analysis Tolerance 0.50%
I Hot Rolled Steel Code AISC: ASD 9th
_C61ld>Formed Steel Code Ki.*W IsI 99 AS-D Wood Code NDS 91/97. ASD woo'dTemperatur 10K7<47<lOF
~
Concrete Code ACI 1999 Number of Shear Regions 4
Regi66,Spafcinq Indremrent (6)>'
4 4
Biaxial Column Method PCA Load Contour Nitm Beta Factor (PCA) /
~
5 Concrete Stress Block Rectangular UseCr6Wed[ Setions /I a
>44 Yes Bad Framing Warnings No Hot Rolled Steel Properties Label E [ksi G [ksi]
Nu Therm (\\11E5 F)
Densit kIft^3]
Yield[ksi]
HR STL 29000 11154
.3
.65 43 2
P~
iR Llr'INK e
1+6K' 3
.65 4
70 4.>36 Material Takeoff Material Size Pieces Lengthtft]
WeighttiKi 1
Hot Rolled SteelI
-2 HR STL4 <.
1.75rtod<4 4
5
'60'S 3
HR STL L3X3X4 4
81.6 4
'4 HR STL>>
1_4X4X4x4i;I
'">6 V
"99 6~'
5 HR STL L4X4X8 8
45.3
.6
_6
_HR STL' S-17A'8X54.7KA
'1' f
14
> 24' 1.3 7
HR STL TU4X4X6 6
40
.7 8
4 HR> STh 44 14X~43, <4>4;5
__35A 3.6 9
HR STL W14X53 3
60 3.2
- S10, H RS T L ------
'W2 1,X3 7
4 2
53.3 1
3.9 ~-
11 HR STL W6X12 2
6 0
12
~
HR"STL 4
W8X40 476>
28.9>
1>
i 13 Total HR Steel 47 574.3 1
16 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rules A in2 jyy in4 Izz ((n41 J [in4l 1
Kneebrace -
L4X4X8 HBrace Single Angle HR TLI Typical 3.75 5.56 5.56
.322 2" >4 Oufri'gei,
_W21X73 Bea Typical 21>.5. K70.64 16100 3.024 3
Column W8X40 Column Wide Flange HR STL Typical 11.7 49.1 146 1.12 "4"
1 1.3/4 Rod "
1'.75 rod~ BeamiV _Rouid Def...
HR STLI TvpicaL'"2.05'
.46 4946>
.921' 5
Outriqqer Cross W14X43 Beam Wide Flangel HR STL I TVyical 12.6 45.2
- 428, 1.05
=6L Trolley' S 18)X54.7.
BeariiWVide Flang~e HR STL
.Typical '1617'
.1 20.8 6~04 2.J2374 7
CW Cross W6X12 Beam Wide Flange HR STL I Typical 3.55 2.99 22.1
.09 RISA-3D Version 7.1.3
[M:\\...\\.......\\Engineering\\Design\\CR-N1013-103 BT3-120.BT4-180 USF.r3d]
Page 26 Attachment "B" Calculation CR-N 1013-100 Z16 (Page 112 of 219)
Page 252 of 364
PCHG-DESG Company Designer Job Number Engineering Change 0000075218RO EC 75218, Revision 0 Attachment Z1 6, Page 253 of 364 Checked By: CýC Precision Surveillance Corp Brian Giometti CR-N1013-103 CR3 - BT3-120 & BT4-180 USF Design Hot Rolled Steel Section Sets (Continued)
Label
- Shape Type Desi n List Material Design Rules A in21 r Iv [in4l Izz [in41 J fin41 81 M1 Be NW"O4X43iqBeaiiqi Wiidee FnfiH T
Typical 2.6 45.2 -
l1.05 9
Base53M 3
1 N2 Flange IrHR-Beam Wide FlangeHl 15.6 a577 541 194l 50 BacNkl l
NKeeBrace L3X3H4r HBerac S qnle Ane HR STL Typical 1,44T-1.247 1 24 n 032 2 11 Angle Brace L4X4X4 HBrace Single Angle HR STL Ty cal 1.94 3.04 3 04 044 9
b_
M9_N4__
N10____
,!KebraTueHR STL H
T rael S0
>in.qenl 10.7 S.T 7 p18.a Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shap T pjype Design List Material Desian Rules S
M1l N5 N2 Outriger Beam Wide Flanqe HR STL Typical 13 M13 N25 N1`
4 Clm Beam Wide Flance HR-STL Typical 13 M3 Ni N2 Outrigger Cross Beam Wide Flanqe HR STL Typical 4
M41 N3 N4
/
Bsutrigger Cross Beam Wide Flange! HR STL
_Typical S
M51 Nl6 N8 Kneebrace HBrace Single Anqle HR STL Tyical 6
ýi NM 1
N3 N9ý,4
[Kineea H~race,,Sihile Angle iT-HR-L
,vyical.
S M2 Nii N36 Kneebrace H
Wrace Single Angle I HR STL Typical 23 N13M Ni2 KneebraNe N2HBrace oSinWile Angle! HR 'STL Tvpical 9
M79 Ni4 Nl Kn e race HBrace Single Angle HR STL Typical 10
`1M1119 N35 N12 KneeBrace. HBrace Siniqle Anqle HR-STL Typical ii Mu N2 N2i Qutrigger Beam 'Wide Flange, HR STL TypicalI 1
N37 1N IN 2
N22 Stub Column Column Wide FlangeubHR STL Typical 13 M33 N25 N24 39 Trolle Beam Wide Flangce HR STL Typical
,1 1i4~
N26
~N27~
.JU uriid§r:Crs Bearm Wide Flange: HtR SL TIypical 15 Mi5 N2 N
l8 I
rCW Cr HBeae ide Fange HR STL Typical 1'l6 M16
'N28 N9~
.V
.W.rs
'B~
i'deFlanige HRSTL TypCal!
17 M17 N30 N31 Base43 Ba Beam Wide Flangle HR STL Typical I 1i8~
M~
18&
NJ34'
.N35)
B ~
Beam Wide Flange HRSTL Typical 19 M19 N36 N32 Base53 K
Beam Wide Flange HR STL Typical Ns LBeam Wide Flange HRSL Typical 3
M4 N5 N36 l
Column Column Wide Flanr e HR STL Typical I
42 2 M4 N4 N375 B
5 Columnn Wide Flanlge HR STL Typical 23 M72 Ni N32 Column Column Wide Elanr e HR STL Typical 2A3 Version 7.1.3
[\\...N33<
/
nCouN1013-103 3-1a20g.-1 HRUSTLF Typicag l 25 M25
`U0 N22
{1/Ro Lea RunDfAul HR STL Typical 216
!M63/4 N221 N21! 7
'13?/4 R (- d Be(.am Rounwd Defa'ult. HR'/STL Typical L2)7 M 2 7 N5 N7 1 3/4 Rod Beam Round Defaul-t HR STL Typical 18 KM2,)
N7 N6
~'!~K 1 3/4 Rod Beam Rý-urid Defait R STL iypic al 29 M, 29 1 36 Ni Back 1 Angle Br... HBra-e, SInge A ngle HR STIL, T pical
'30 k M3 0K'.
N 3 21'
~N2i~ KKiE!~
iK 'ck Arile 6r7, H Brac.e Single Angle -IR 'STL 1Typical!
3 M31 N 37 N40 Stub ColumnlColumnn SCJuareýTube HR -STL I--
Typical
'32 M32.
N33-N N39
'2 St'ub Columrnnl Columrn.Sgiiarelub'
'HR STL 'Typical 33 M33 N7 N39 Bacýk Angle Br. HBrace Single Angle HR STL lTypcal 34
<M342/
'N33 N40
!B, 2 ack Angle Br. l HBr'adc'Single An'gle HR ~SIl jTyjiczL 35 M35 N 2 N37 lAngle Brace I HBrace Single Angle HR STL lTypical 3W *KM36<
N4 N36
'Angle Brace HB'ra'6e SinhgleAn le' HR STL l Typical!
37 M37 Ni N33 IAngle Brace HdBrace Single Angl-e-_HR STL T I)cal
'38 Ji/ M8' N3!
N-32>i"'/~~"
Angle Brace lHBrace 'Single An le HR STL l Typical
-39 M39 N37 N3 An ~le Brace iHBrace Single Angle HR STL l Typical 40 M40K N332/ /KN4/K
-1 A icile B3/4'K HBrace iSingle Angle HIRSTL F Typlccal' 4i Mi N43 Ni 10 Kneebrace IHBrace'Single Angle HR STLl I TpicalI 42~ M42 KK 4'i 4N 12!2 2'
'K race~ HBrace SingleAngle HlR STL ITypical 43 M43 N 57 N51 Stub Column1 Column lSquareTube -HR STL l _TypicalI
't44 M44/
- 5.
N59K.///'
Stuib Columnn Column 5'-Square-rube H1R.STL I Typicali 45 M45 IN52 N-5i Base53 IBeam IWide Flange HR STL I TypicalI
.46, M46/
"N58X N432>tibolnCum S areTubbe HRf'STL Ltpi, l 47 1 M47 lN60 lN36 I__L__I Stub Column Column ISquareub HRSLI a
RISA-3D Version 7.1.3
[M:\\... \\... \\... \\Engineering\\Design\\CR-NlOi3-i03 BT3-120.BT4-180 USF.r3d]
Page 27 Attachment "B" Calculation CR-N 1013-100 Z16 (Page 113 of 219)
Page 253 of 364
PCHG-DESG Engineering Change SCorp CR3 - BT3-120 & BT4-180 USF Design 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 254 of 364 Checked By: CýC Company Precision Surveillance Designer Brian Giometti Job Number CR-N1013-103 Member Advanced Data Label I Release J Release I Offsetin]
J Offset in TIC Only Physical TOM Inactive 1
M 1 1
- 1.
B I
2 M2 INBenPIN-nP-N Yes 3
M3 BenPIN BenPIN Yes
-4, M4
',4BenPiN I BenPrIN s
5 M5 BenPIN BenPIN Yes M6.
M6 BenPIN1 BenPIN Yes 7
M7 BenPIN BenPIN Yes 8 4,I M&
BenPIN
-BenPIN, Yes 9
M9 BenPIN BenPIN Yes -
10>.1.i0~
"en'PlNK cBenPINx eU~VX~
s i
e 11 M17 Yes 129 M1W BenP I BenPIN Yes I
13 M13 I
Yes 14 M14 BenPIN' BenPIN I
MIN
'Yes-15 M15 BenPIN BenPIN Yes I
16 M16 BenPIN
- BenPIN..-
l Yes 17 M17 YesI
.18-M18
- YesI 19 M19 BenPIN BenPIN yeYes I
20
';M20 1__.J -
-. 1_______
Yes 21 M21 I
BenPIN IBenPIN M1 M18 Yesl________
22 M22 BenPIN
'BenPIN M18 Yesl 23 M23 BenPIN BenPIN MTl M17 Yes 24 M24 IBenPIN I.BenPIN M11 M17 Yes 25 M25 BenPIN BenPIN
_______,__"Tension Only Yes 26 M26 BenPIN BenPIN Tension Only Yes 27 M27 BenPIN BenPIN Tension Only Yes 28 M28 BenPIN BenPlN Tension Only Yes 29 M29 BenPIN BenPIN Tension Only Yes 305 M30 Euler Buckling VYes 31 M371 BenPIN Bucklg Yes 39 M32 BenPIN BenINTenio O
Yes 33 M33 BenPIN BenPIN Euler Buckling Yes I. 4
.2
- M42
.BenPIN
- BenPIN' Eu:"k,
'e V6&
43 43 BenPIN I
enI Yes-S 35 M35 Euler Buckling Yes "________
36"
'M3'
.i23222'~~
>Euleuckkiing Ye 37 M37 Euler Buckling Ye
-38
'M38
.Euler Buckling >Yes 39 M39 I BenPIN BenPIN Tension Only Yes 40
.M40
.BnPIN
'BenPIN, Euler Buckling.Yes 41 M45 BenPIN BenPIN Yes I 42 M42
-.BenPIN I. BenPIN Yes 43 M43 BenPIN BenPIN Yes 44 M4 1 BeriPiN' Be'nPIN Yes 45 M45 I BenPIN IBenPIN Yes I____
146 M46I1 BenPINI
- BenPI N Yes:
1 47 M47 I
BenPIN I BenPIN Yes Joint Coordinates and Temperatures Label X [fti Y [ft]
Z Ift]
Temp [F1 Detach From Diap...
1 N1
-11 5.167 I
0 I
0 2
r N2
-11 5.167 20 0
13 N3 0
5.167 0
0 4
N4
'0 5.167 20 0
5 N5
-11.75 5.167 20 0
RISA-3D Version 7.1.3
[M:\\...\\.......\\Engineering\\Design\\CR-N1013-103 BT3-120.BT4-180 USF.r3d]
Page 28 Attachment "B" Calculation CR-N 1013-100 Z16 (Page 114 of 219)
Page 254 of 364
PCHG-DESG Company Designer Job Number Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 255 of 364 Checked By: CFC Precision Surveillance Corp Brian Giometti CR-N1013-103 CR3 - BT3-120 & BT4-180 USF Design Joint Coordinates and Temperatures (Continued)
Label X [f 1,
Y [fti Z [ftl Tem [F]
Detach From Diap...
6' N6 14.916k 5.167' 20
~
0 7
N7 0
12.167 20 0
8 N8
.8 5167 1'6 1
0' 9
N9
-8 5.167 4
0 10
-N10 0
5,16 7 1
0 11 Nil
-4.083 5-167 20 0
12N 12
(~
0
- 5.
1`6 7 ~f}'
~4 05 13 N13
-4.083 5.167 0
0 14 r
N14 3.917 5.167
" 20 :0 15 N15 3.917 5.167 0
0 17 N17 3
5.167 20 0
18
%i N 8-'.
1'4
5.16721"'
0
'.0_
19 N19 14 5.167 20 0
20 N20"
-11.75 5.167 1
0 0
21 N21 14.916 5.167 0
I 0
22' N22'0 4,;217 0'
"..0 23 N23 8.667 5.167 0
0
.24 N24-*' -
i.
ý8.667 a' 5.'16T 22 25 N25 8.667 5.167
-2 I
0 26, N26-
.-8, 5.167ý o,
0 T
0 27 N27
-8 5.167 20 0
.28
~
-NA8
.~;
-11 7'6'A67 1`
3999667' 7V 0 29 N29
-11 5.167 16 0
30 N30'
-11.75
.0 0
0 0 31 N31
.75 0
0 32N32 611 0
33" N33 0
0 0
0 34";
A*"34 ::,
1"
' 11*
0'v;~
20
,0.3 #i 135 N35
.75 0
20 0
36 N36
-11 0
20 1
0 37 N37 0
0 20 0
,1,38 J.
N 8667 '51**66 5.167 0
0 39 N39 0
-2.25 0
0 4LN40<
7 22',
~20 41 N41
-975 0
0 0
- 42.
,N42
,:--,.-9.75.Q '.
-,0 20 0
43 N43
-0.
9.25 20 0
44' ".
N44
'0 ----------
-5
-~
'00' 45 N45
-11 0
4 0
[46.
N46
>*-11:
[
8 J`
0 47 N47
-11 0
12 I
0 48 N48
-11 0-16 - ------
0 T
b:
7-49 N49
-7 0
0 0
50 1
NO' i"'-7'
~""
20 61, 51 N51
-5 0
0 52 N52
-5
,0 20 0
53 N53
-5 0
4 I
0 54
.N4.
-5 0:
0 55 N55
-5 0
16 0
57 N57
-11 0
6.5475 1
0 58 N58
-5 0
6.5475 1-0.
59 N59
-11 0
13.452 0
60 N60 0
13..-54,"
q13452 0
61 N63
-11 0
10 0
62 N64
-5' 0
.10 0.
RISA-3D Version 7.1.3
[M:\\...\\... \\... \\Engineering\\Design\\CR-N1013-103 BT3-120.BT4-180 USF.r3d]
Page 29 Attachment "B" Calculation CR-N 1013-100 (Page 115 of 219)
Page 255 of 364 Z16
PCHG-DESG Engineering Change 0000075218RO EC 75218, Revision 0 Attachment Z16, Page 256 of 364 Company Designer Job Number Precision Surveillance Corp Brian Giometti CR-N1013-103 CR3 - BT3-120 & BT4-180 USF Design Checked By: CEC Joint Coordinates and Temperatures (Continued)
Label X [ft]
Y [It]
Z [ft]
Temr [F]
Detach From Diap...
63 N63A
-8 0
3.27125 0
'64 N6":-8 1
N64A d-2 0.
Joint Boundary Conditions Joint Label X [k/in]
Y [k/in]
Z kil X Rot.[k-Wrad Y Rotjk-Wradl Z Rot.[k-Wrad Footing 1
N4 I
12 N3 3
N2 I
4
'N 5 5
N8 J
6 NI11 7
N27 8'
>N29~"'<'
9 N14 11 N15 12
.N16____I___
13 Ni 14 N9-
]
I 15 N13 1
16 N20.' *,
i '. u 17 N26 1
18 N 3:4:_
I:_
19 N30 20 N35 21 N31-
'22'
.N33<
Reaction 23 N37 Reaction 24 3____
25 N32_
27 N40 Reaction 28
.N41 Reaction.
Reaction
"+__
7__.
29 N42 Reaction Reaction 30
-,N43~i' 31 N44 32 N45,,*'
Reaction 33 N46 Reaction 34 1\\N47-:
Reaction 35 N48 Reaction 36" N49 37 N50 38.
N31N.
39 N52 40 J'N5:
Reaction.
41 N54 Reaction 42 N55 Reaction 43 N56 I Reaction 44
- N57 :
t.
45 N58 I
46 N59-I 4
1' 47 N60 I
48 1N63 I
- ý 'I 49 N64 I
I I
RISA-3D Version 7.1.3
[M:\\...\\.......\\Engineering\\Design\\CR-N1013-103 BT3-120.BT4-180 USF.r3d]
Page 30 Attachment "B" Calculation CR-N 1013-100 Z16 (Page 116 of 219)
Page 256 of 364
PCHG-DESG Engineering Change Corp CR3 - BT3-120 & BT4-180 USF Design 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 257 of 364 Checked By: CýC Company Precision Surveillance Designer Brian Giometti Job Number CR-N1013-103 Hot Rolled Steel Design Parameters Label Shape Length..
Lbyy[ft]
Lbzz[ft Lcomp to... LcoMr b..
K Cm-YY -zz Cb v swavz sway Function 1
M1 Outrigger 26.666 4..
4 4
vy 1
°"
Lateral 2
M2 Column.1 ;7, ;:. I.I__Ltrl 3
M3 Outrigger..
20 L1 10 10 Lateral 4
M4 Outrigger..,'20
`10
'10 10 10 1-.-
Lateral" 5
M5 Kneebracel 5.598 I
Lateral 6
1 -MM6 KKneebracel 5.598>
.1
'1
-__,L:a Lateral 7
M7 Kneebrace 5.7165 I
I Lateral 8
M8.Kneebrace 5.716
___].
aea M9 Kebacl558 1
__II__
Lateral 10 M10 Kneebrace 5.598F
__I
-I,
Lateral 11 M11 Outrigger 126.666 1 4
4 I
I 1
1 Lateral 12 M12,Column 1 7 1
-F 77-I T -
I
!- Lateral 13 M13 Trolley 124 1 12 1
20 20 1
I I
I Lateral 114 M14 Outrgger..C20 F
_10 10 Lateral 115 M1 CW crossl 3
1 I
I I
Lateral 16 M16 -CW Cross 3
.]'
1Lateralý 17 M17 Base43I 12.5 1 Lateral 218
-M18 Base43I1 12.54 1___.
I.~
Lateral 19 M19 Base53I 20 Lateral
-20 M20 Base53 20 10 I
Lateral 21 M21 Column 15.167 1,
__Lateral 22 M22
. Column 5.167
]
Lateral 23 M23 Column 15.167 I
Lateral
'24 M24 Column 15.167.;7 Lateral.
25 M25 1 3/4 Rod 113.677 I
Lateral 26
.M26' 13/4 Rod 16.477
.7..,,
I
____ I aLtfal 27 M27 1 3/4 Rod 113.677 Lateral
,28 M28:", 1--3/4 Ro-dT16.477
'Latera 29 M29 Back Ang..L20.657 Lateral 30
. M30:., Back Ang.. 20.657, Latera I, 31 M31 Stub Col...1 2.25 Lateral
'32- !*M32":' Stub Col Lateral 33 M33 Back Ang.. 20.126 Lateral 3
M Back..
A.20...26.
Lateral 5
M35 Angle Br... 12.153 Lateral 37 M37 Angle Br... 12.153 Lateral 381 "' MM38, Angle'BrI** 12153
- Lateral, 39 M39 Angle Br... 20.657 Lateral
,40,'
,M40 AgeBrI.. 20.657
____L ateral.
41 M41 Kneebrace 5.716 Lateral 42' '.'.,M42 StKneebrace 5.716 Lateral 43 M43 Stub Col... 8.881 I__
__Lateral
'-44 M44 4 StublCol... 8.881 F
[
- Lateral, 45 M45 Base53 20 F I
Lateral 46
- , M46 IStub Col... 8.8811 I, I - F"
/
a iLateral 47 1M47 IStub Col... 18.8811 1
___b__________
Lateral Joint Loads and Enforced Displacements (BLC 2: Plafform Dead)
Joint Label LDM Direction Magnitude[(k.k-ft). (n.rad). (k*sA2/f...
1 N17 T
L I
Y
-3.75 12 N19 I
L Y
T 4375.*.,-,--
3 N16 L
Y
-3.75 4
N18 L
Y
-3.75 RISA-3D Version 7.1.3
[M:\\...\\.......\\Engineering\\Design\\CR-N1013-103 BT3-120.BT4-180 USF.r3d]
Page 31 Attachment "B" Calculation CR-N 1013-100 Z16 (Page 117 of 219)
Page 257 of 364
PCHG-DESG Engineering Change Corp CR3 - BT3-120 & BT4-180USF Design 0000075218R0 EC 75218, Revision 0 Attachment Z1 6, Page 258 of 364 Checked By: CýC Company Precision Surveillance Designer Brian Giometti Job Number CR-N1013-103 Joint Loads and Enforced Displacements (BLC 3: Platform Live)
Joint Label L,D M Direction Magnitude[(kk-ft),_(inrad). k* SA2/f..
N17 L
Y
-. 925 3N 18 LY
-.925 Joint Loads and Enforced Displacements (BLC 4: Coiler/Tendon/Pump)
Joint Label LDM Direction Magnitude[(k,k-ft), (in.rad), (k*sA2/f...
1 N17 L
Y
-3.875
- 2.
,,'*N16 L
__....I Y
-3.875 3
N18 L
Y I
-3.875 4
'N109 L _
I __.-3.875_'__
Joint Loads and Enforced Displacements (BLC 5: Ram/Pump)
Joint Label L.D.M Direction Maqnitude[(k,k-ft), (in.rad, (k s^2/f..
1 N17 L
I Y
-2.69 2 ~
~~~~~~
-16LY___________
3 N 18 L
I Y
-2.69 Joint Loads and Enforced Displacements (BLC 6: Tractel Motors)
Joint Label L,D,M Direction Magnitude[(kk-ft), (inrad), (k*s^2/f.
1 N17 1
L I
Y
-1 2.
N16 L
Yt 3
N18 I
L Y
-1 4
N19 I
L Y
-1 Joint Loads and Enforced Displacements (BLC 8 : Spider Baskets)
Joint Label L.D.M Direction Magnitude[(kk-ft), (in rad), (k*s^2/f...
N24 I
L Y
-1.25 2 1N-T L'-1.2 Joint Loads and Enforced Displacements (BLC 11 : Seismic X-DIR)
Joint Label -
LDM Direction Magnitude[(k k-ft), (in rad). (k*sA2/f...
1 N5 L
X 20.14
- 2..I'22~~
N20 x
~
~
>~~~
9J~20.14 22' 3
N4 L
X 20.14 4-N N3 L
XJ20 14 5
N36 L
X 20.14 6
N32 L
I,.
X
-2014-'.
7 N33 L
X 20.14 8
N37-L X
1 20.14 Joint Loads and Enforced Displacements (BLC 12: Seismic Z-DIR)
Joint Label LD,M Direction Magnitude[(k k-ft (ijn,rad),(k*sA2/f...
1 N5 L
Z 7.75 2
.N20 L
Z 775,-
3 N4 L
I Z
7.75 4
N3
~75 5
N36 L
Z 7.75
- 6.
N32 LZ
.756 7
N33 L
Z 7.75 8
8 N7 L
TZ
, 7.75`ýý Joint Loads and Enforced Displacements (BLC 13 : Seismic Y-Dir)
IRi D
I 7
K.3 I
[
RA rMir..*..
e gCn BT-120.BT 18 U.
rd Pag 3
.k*..2.f RISA-3D Version 7.1.3
[M:\\...\\...\\..\\Engineering\\Design\\CR-N1013-103 BT3-120.BT4-180 USF.r3d]
Page 32 Attachment "B" Calculation CR-N1013-100 Z16 (Page 118 of 219)
Page 258 of 364
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 259 of 364 Company Precision Surveillance Corp Designer Brian Giometti Job Number CR-N1013-103 CR3-BT3-120 & BT4-180 USF Design Checked By: CýC Joint Loads and Enforced Displacements (BLC 13: Seismic Y-Dir) (Continued)
Joint Label LDM Direction Magnitudef(k,k-ft, (in,rad), (k*sA2/f...
1 N5 L
Y "3.07 2N20 L
V Y
3.07' 3
N4 L
Y 3.07 4
N3
'3",
L,,,_
.Y_
_.. /3 7
5 N36 L
Y 3.07 6
- N32, LY30 7
N33 L
Y 3.07 8
N37 L
Y 3.07-Member Point Loads (BLC 7: Counterweight)
Member Label Direction Maqnitude k,k-ftl Locationift.%I 1
M3 Y
F
-6.751!
8 2
M3 I
Y'
-6.75 3
M3 I
Y
-6.75 I
16 4
M3 1
_Y
--6.75 1
12 5
M14 Y
-6.75 8
,6, W4 Y
1
-6.75 4
7 M14 Y
-6.75 I
16 8M14-Y
'-.77 Member Distributed Loads (BLC 9: Wind X-DIR 300)
Member Label Direction Start Magnitude[kft... End Maonitudelk/ft.d... Start Location[ft,%]
End Location[ft,%]
1 M4 X
.656
.656 0
0 2
M12
.X
.656
.,656 0
0 3
M2 X
.656
.656 0
0 4-M22 '
-'X
'.656
.656,',,
0
~
5 M20 X
.656
.656 0
0 6W 24, X
5 56O Member Distributed Loads (BLC 10: Wind Z-DIR 300)
Member Label Direction Start Magnitude[k/ft,.. End Magnitude[k/ftd...
Start Location[ft,%]
End Location[ft,%]
1 M1 Z
.542
.542 0
0 2M
~
'..~Z'-~
-'I4i
~,
542'
______0 3
M17 Z
.542
.542 0
0 Member Area Loads Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksfl No Data to Print...
Basic Load Cases BLC Description Category X Gravit Y Gravit Z Gravit Joint Point Distributed Area Me... Surface 1
Selfweight DL'
-1 I
2 PlatformDead DL 44,
3 Platform Live LL
_______4 4
Coiler/Tendon/Pump OL4 4
5 Ram/Pump OL5 4
I 6
Tractel Motors DL 4
[
7 Counterweight DL 1
8 I
8 Spider Baskets ILL 2
F 9 Wind X-DIR 300 WLX 1
6 L
RISA-3D Version 7.1.3
[M:\\...\\...\\...\\Engineering\\Design\\CR-N1013-103 BT3-120.BT4-180 USF.r3d]
Page 33 Attachment "B" Calculation CR-N 1013-100 Z16 (Page 119 of 219)
Page 259 of 364
PCHG-DESG Engineering Change 0000075218RO EC 75218, Revision 0 Attachment Z1 6, Page 260 of 364 Checked By: CFC Company Precision Surveillance Designer Brian Giometti Job Number CR-N1013-103 CR3 - BT3-120 & BT4-180 USF Design Basic Load Cases (Continued)
BLC Description Cate ory X Gravity Y Gravit.
ZGavit Joint Point Distributed Area Me... Surface 10,', W'ind ZUDR 300 WALZ
.j<Y:W 4
,4 11 SeismicX-DIR ELX 8
I 1'12 Seismic Z-DIR ELZ;7 13 Seismic Y-Dir ELY 8
1 Load Combinations Description Sol...PD... SR.. BLC FactorBLC FactorBLC FactorBLC FactorBLC FactorBLC FactorBLC Factor'BLC Factor 1
DL + LL Yes I
DL 1
LL 1
'2 DL+LL+OL4 ""Yes LLý DE 1
LL'I1 OL-4
'1 3
DL+LL+OL5 Yes DL 1
LL 1 OL5 1
/
1"4 DL+OL+WLX Yes'_
L22 1 1
5 DL+OL-WLX Yes I
L22 1
L
-1
, 6
,, DL+OL+WLZ
`Y(es L' L22.1i WLZ
.I
/
7 DL+OL-WLZ Yes L22 1
WLZ -1
- 8.
DL+OL+÷&7(ELX+ELY) Yes*i L22,11L23FA1 IZ 1
9 DL+OL-0.7(ELX+ELY) Yes I
L22 1 IL23 -1 I1 10 DL+OL+0.7(ELZ+ELY) Yes:.
L22 1 [L24 1 I 1 -
- 1.
F 11 DL+OL-0.7(ELZ+ELY) Yes L22 1 1L24 -1 l
I
- 12 D L + 0.7 5 L L +O L + O :-7 5 W L X Y e s l L 2n:2 I
5.L7 5
13 DL+0.75LL+OL-0.75WLX Yes L22 1
.75 WL
-.75 I
'*;*! DLt0- 5EI' '
Ix4:0"75WLZ,,! Yes,.**:1.i L
-::L 22 --1
-VVLZ. -7
-~14' D+.75LL'O+O7LZYs.
L2 i, LL.75.L7 i.~
~
15 DL+0.75LL+OL-0.75WLZ Yes L22 1 LL.75 IWLZ -.751 I i16, DL+0.75LL+OLý-0.75(0.7EL.:. Yes L22 1 ILL.75 IL23.75-.
I __-,
17 DL+0.75LL+OL-0.75(0.7EL... Yes[
L22 I
LL.75 L23 -.75]
18 DL+0.75LL+OL+0.75(0.7EL.. Yes L22 1-LL.75. L24.75 19 DL+0.75LL+OL-0.75(0.7EL... Yes L22 1 LL.75 L24 -.75
'20
! 4:,l*Eqdivalent, L2,.
.12; 1.4 31 1.4 8
14, 21 Selfweight (COG ONLY)
Y
-1
'22 DL-'OLO
_*'L DL 4
1 O4 1ýi X..
23 0.7(ELX+ELY)
ELX
.7 ELY
.7 24 0.7(ELZ+ELY)
, ELZ
.7., ELY -. 7 1 Load Combination Design Description ASIF CD ABIF Service Hot Rolled Cold Form...
Wood Concrete Footings 1
DL + LL Yes Yes Yes Yes Yes
'2 DL4-LL+OL4 I Yes' I Yes I 'Yes
' :Yes Yes 3
DL+LL+OL5 Yes J Yes I Yes Yes Yes 4*,
DL+OL+WLX Yes. *
. Yes
. 'Yes Yes Yes 5
DL+OL-WLX 1.33 Yes Yes Yes Yes Yes 6
,D+LWLZ,
-133
.Yes Yes.
Yes
'Yes> : 'Yes, 7
DL+OL-WLZ 1.33 Yes Yes Yes Yes Yes 8
DL+OL'+0:7(ELX+ELY)
'1.33 Yes" Yes Yes.
Yes Yes 9
DL+OL-0.7(ELX+ELY) 1.33 Yes Yes Yes Yes Yes
-10 DL+OL+0.7(ELZ+ELY) 1.33 Yes-Yes I Yes Yes I Yes 11 DL+OL-0.7(ELZ+ELY) 1.33 Yes I Yes I
Yes Yes Yes 12 DL+0.75LL+OL+0.75WLX 1 33
- 1. 'Yes Yes L..Yes Yes Yes 13 DL+0.75LL+OL-0.75WLX 1.33 Yes Yes Yes Yes Yes 7,14
-'DL+/-0'-.7ý5LL.OL 40,75WLZ 11.
13ý3, 6
~Ys~'
Ys,'
Ys.. Y~77 e
15 DL+0.75LL+OL-0.75WLZ Yes Yes Yes Yes Yes 16 DL+0.75LL-+OL+O075(0.7ELX+0.7.
Yes
.Yes
- 'es Yes Yes 17 DL+0.75LL+OL-0.75(0.7ELX+0.7... I Yes Yes Yes Yes Yes I 18 DL+0.75LL+OL+0.75(0.7ELZ+0.7..[
Yes Yes I Yes Yes Yes 19 DL+0.75LL+OL-0.75(0.7ELZ+0.7...
1 Yes Yes Yes Yes Yes 201 4:1 Equivalent Yes' Yes Yes Yes Yes 21 Selfweight.COG ONLY)
Yes Yes Yes Yes Yes RISA-3D Version 7.1.3
[M:\\...\\
.. \\Engineering\\Design\\CR-N1013-103 BT3-120.BT4-180 USF.r3d]
Page 34 Attachment "B" Calculation CR-N 1013-100 Z16 (Page 120 of 219)
Page 260 of 364
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 261 of 364 Checked By: CýC Company Precision SurveillancE Designer Brian Giometti Job Number CR-N 1013-103 CR3 - BT3-120 & BT4-180 USF Design Load Combination Desiqn (Continued)
Description ASIF CD ABIF Service Hot Rolled Cold Form...
Wood Concrete Footins 221 DL+OL
.i "I.f; Yes.
,I-Yes Yes "Yes' Yes 23 0.7(ELX+ELY)
Yes Yes Yes.
Yes Yes 24 7 EZ+EY ~
.Yes;.
'Ys.
Yes
ý-Yes..
';.Ys Envelope Joint Displacements Joint X [in]
Ic Y [in]
Ic Z [in]
Ic X Rotation... Ic Y Rotation... Ic Z Rotation F.. Ic 1
N1 max
.179 8 1.009 8
.119 10 1.198e-2 7
1.495e-3 10 1.463e-4 9
,2 1.`
min
"-.182.
9
-.036 9
-A-15 11 -1.153e-2:"6
-1.373e-3 11
-2709e-4 8
3 N2 max
.179 8
.009 8
.115 10 1.632e-3 4
1.377e-3 10 1.45e-4 9
4 min
-.183 9 ]
-.036 9
-.119 11 -1.262e-31 5 -1.487e-3 11 -2.721e-4 8 5
N3 max
.174 8
-.01 1
.078 6 [3.982e-4 1 7 1.236e-3 7
-3.322e-4 1
6 in m
-. 88V 9
-.023.
20",K -.071 7
-1.123e64 !6
-1.226e-3 6
-1.446e-3 20.
7 N4 max
.173 8
-.01 1
.071 6
9.816e-4 10 1.514e-3 7
-3.292e-4 1
,:8 ?.
m rain 189' 9
.1' P.P023 "20_
_074,,`
17:'8.53&4,1-
-1i492e-3,6.
1452e-3 20 9
N5 max
.179 8
.012 8
.129 10 1.625e-3 1 4 1.484e-3 10 1.399e-4 9
m0
-M1.183 9.J'-
':1345 11 1,257e13.5 -1594e-3 11.j -2.809e-4.8 11 N6 max
.169 8
-.159 1
.648 6
2.664e-4 20 3.742e-3 7 I-8.903e-4 1
12,:,..
m
.193'9
-. 493 J,20
-. 648:
7
-1.53e-4' 1.5- -3.739e-3,6 f I2.746e63 201 13 N7 max
.241 8
-.012 1 1
.068 6
8.131e-4 6
1.563e-3 71 0
1 14 minI
-.153 9 1
-.03
[20
-:094 7 T-7.159e-41 7-1;463e-3 6.L.
01;i 1
15 N8 maxl
.177 8 1 -.299 120
.079 10 -5.133e-31 10 4.046e-4 101 7.532e-4 9
16 min ".-:185 i9 1 -.335
' 9".
-.08 11 -5:182e3'111 "-3.797e-4 11 3:614e-4, 8.
17 N9 max
.176 8 I -.299 20
.079 10 5.182e-3 10 3.818e-4 10 8.7e-4 6
18, mn
-r 185
.9
-335 9
08&'.
11 5:133e3 1' F4.053e4-4 1, '1.887e46
-7T-19 N10 max
.174 8
-.019 1
.074 6
-1.103e-4 6
1.29e-3 5
-3.317e-4 1
20;".... - :'7 "
m,'mi'" :,187>*,,!9 1!'-<.'032.
20W
-075, 7 -2.144e-4.I7-1.296e-3 4
ýi'-1431'e-3 "20 21 Nl1 max
.175 8
.009 20
.06 10 7.293e-4 10 8.516e-4 7
1.978e-4 9
22" min
-187':-
9
-.014 9
.-. 06 11 -6.068e-4, 11 -7.593e-4 6 0-307e-4
[0 23 N12 max
.174 8
-.018 6
.078 6
2.091e-4 17 1.291e-3 4 1-3.242e-4 1
24 min
-.:1188 9 1 -.032 20
.073 7
1.161e-4 '6, -1.282e-3 5T -t.42e-3 20 25 N13 maxl
.176 8
.009 20
.059 10 4.64e-3 7
8.203e-4 7
1.97e-4 9
- 26.
rin.
-.186
-9.
-.013.
9,
.-. 06.:- 11. -4.199e-3
-8.711e-4
-63 +3.066e4-20 27 N14 max1
.172 8
-.04 1
.156 6
4.879e-4 120 2.686e-3 7
-7.44e-4 1
28 K Thn j~.. 19 9
'.1.7<
0KTIJ47 '
.A.9q5e21 I 2.4b& 6" -2.409&34 ~20 29 N15 maxI
.173 8
-.04 1
"149 6
2.555e-4 7
2.533e-3 7
-7.447e-4 1
30
'-:189.
,'-;,127**,20'*
- .46
'[7i -6'054e-5. '620' -2.44436-3,,6' f2t48e*3 20 31 N16 max
.173 8
-.032 1
.126 6
2.889e-4 7
1.924e-3 7
-6.834e-4 1
32
-min
-189
'9 1 - :.1 20
.- 122 7
-3.646e-5'14 "-1.82e-3 6 -:2269e-3 20 33 N17 max
.172 8
-.032 1
.13 6
5.991e-4 10 2.067e-3 7 1-6.822e-4 1
34' o,
min
-.189.
9
-.1 20,
-.131 7
-5.823e-4 11 -2.135e-3 6 1-2.2726-3 20 1 35 N18 maxl
.17 8 I
-.15 1
.754 6 1 3.487e-4 1 7 6.469e-3 7 I-8.942e-41 1
'36
'm i
mi
-*192 9
-.464 20
-.755 7I -2.6e-4 T:20.-6.445e-3 6
-2.765e-3 20 37 N19 max
.169 8
-.15 1
.607 6
2.663e-4 120 3.742e-3 7
-8.963e-4 1
S38,~ *'~',, ;
min
- 192!-
9
' -.464, 20 *, *k607 7
-1.458e**4`d 5s, -3.739e-3 ý6'.421762,6-3 20J 39 N20 max
.18 8
.012 8
.134 10 1.194e-2 17 1.603e-3 10 1.413e-4 9
40.min 82...
-9036 :9' 9
125',
11
-,1.149e&22 },6 -'-'1.48e;3ý,11 -2.796e-4 '8' 41 N21 max
.17 8
-.159 f1
.825 6
3.914e-4 7
6.473e-3 7 I-8.882e-41 1 42; min
'-.192.,9
-.- 493
- 1.
- 20
-:r826 7
-2.594e-4'1'20 -6.449e-3 6.- 2:749e-3[ 20' 43 N22 max
.241 8 I -.012 1 1
.088 6
4.617e-3 7
2.854e-3 7 1 0
1 44
" *amin!
-. 153:
9 I
-.0337 20 :-.-058 7
A4.267e-31 6
-2.816e-3 6
"-:,0>> 1 1 45 N23 maxl
.171 8
-.091 1 1
.369 6
1.233e-4 111 4.927e-3 7 I -9.09e-4 I 1 46 m
min
-.19!,,
%9 91
-.282 20
-. 369 7
-2.637e-4 20 -4.903e-3 6 1-2:796e-31 20 47 N24 max
.172 8
-.092 1
.367 6
3.03e-4 20 3.742e-3 7
-9.102e-41 1 48 mn
-.19': 9
-.29 20
-.367,-
7
-1.199e-4 "10 -3.739e-3
- 6. -2.795e-31 20 49 N25 max
.172 8
-.093 1
.369 6
1.229e-4 11 4.927e-3 7 I -9.09e-4 1 1 0-1-.9,20
-,369 7
-3:012e&4, 20, -4:903e-3 6 1.2:796e-3T'206 RISA-3D Version 7.1.3
[M:\\...\\.......\\Engineering\\Design\\CR-N1013-103 BT3-120.BT4-180 USF.r3d]
Page 35 Attachment "B" Calculation CR-N 1013-100 (Page 121 of 219)
Page 261 of 364 Z16
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 262 of 364 Checked By: CýC Company Precision SurveillancE Designer Brian Giometti Job Number CR-N1013-103 CR3 - BT3-120 & BT4-180 USF Design Envelope Joint Displacements (Continued)
Joint X [in]
Ic Y [in]
Ic Z [in]
Ic X Rotation... Ic Y Rotation..
Ic Z Rotation Ic 51 N26 max
.178 8
.006 120
.079 10 8.795e-3 7
7.483e-4 10 2.424e-4 9
52 6 n
-ý 184-rq 9
08.m9
ý9-0 8
.6'
-72e-4 v
-4.49e-4 81 53 N27 max
.177 8
.006 20
.079 10 1.209e-3 4
6.743e-4 10 2.415e-4 9
54
"~~$'
i-.18'4
, 9
-. 3 9
-.08 4~9.398e=4 5" `7Tr4'249e-4 '11
-1.4966-4' '8 55 N28 max
.176 8
-.295 8
.118 10 5.18e-3 110 3.692e-4 10 1.461e-4 9
- 56.
min-:185
9 J'-':339w 9,
-116'
,11, 5Ai17e-3 11,4'176674 '11* -2.'7i1eA'48' 57 N29 max
.177 8
-.295 8
.116 10 -5.117e-3 10 4.168e-4 10 1.452e-4 9
58 min
-.185 9
-.339 9
-. 118 11 Ii'5.18e-3 11
-3.67e-4 11 -2.719e-4 '8 59 N30 max
.072 8
.015 8
.064 10 1 2.713e-3 6
2.743e-3 10 1.577e-3 9
60*
min-I '-,:069 9'..
047
- 9.
-.059 ll1-'3.051e-3 7 -2.533e-311 -5.436e-4 8 61 N31 max
.072 8
-.007 10
.027 5
2.136e-4 6
2.998e-3 4
1.274e-4 8
6min,9 013-20, '09-.027 4:. j083e-4 7-,-2.995e-*3 5, -5;555e4t A9 63 N32 max
.072 8
.01 8
.039 10 2.713e-3 6
2.743e-3 10 1.577e-3 9
64 - ----
rihi q'_.069
.9
-032K" 9
'-.036 1'iI'-3.051e-3ý 7'" '-2.533"d'31'- -5.437e-4 8 65 N33 maxl
.072 8
-.005 9
0 6
2.136e-4 6
2.998e-3 4
1.275e-4 8
66 min i' -.079 9.
-.013 -20 0',
11 [,1:083e-4.7
-2.9956-3 5
-5.555e-4J, 9:1 67 N34 maxl
.072 8
.015 8
.059 10 9.963e-4 10 2.547e-3 10 1.578e-3 1 9 1 689 min 1.,-:.,07 9
£
.047T-1 9.
-.064&
111 9.676-4 il
-2.734e-3 1-1, -5.355e-41 8; 69 N35 maxl
.071 8
-.008 1
.027 4
-1.414e-4 7
3.005e-3 5
1.251e-41 8 70:,
min]
-. 079 9
-;0i13"':. "20
'-027 '
5"' -i.788e-4 6- -2996e*3,4
-5.564e-4 9 71 N36 max
.072 8
.01 8
.036 10 9.963e-4 10 2.547e-3 10 1.578e-3 9
72
'min
-.07-ý,e, >L9ý'.
.437.9<
11'.09r
-11
~:7A'1
'27~e3 5:355614'8 73 N37 max
.071 8
-.005 9
0 10 -1.414e-4 7
3.005e-3 5
1.251e-4 8
74:'"
mm.,
079 9
-.013' 20 0
'7'
-1,788e&4 6
-2.9966-3 4, -5:563e-4 9'ý1 75 N38 max
.171 8
-.091 1
.367 6
2.655e-4 20 3.742e-3 7
-9.102e-4 1
76-min
- -.191 9
-.282' 20
-:367 7 I-1203e-4 10 -3.739e-3 :6 -2.795e-3 20' 77 N39 max
.074 8
0 9
0 9
5.556e-5 20 2.998e-3 4
3.434e-4 5
78 min
-.093 9
0 120 ' -.002 20 2:122e-5 9
-2.995e-3 5 -7.739e-4 4.
79 N40 max
.074 8
0 9
.002 20 -2.122e-5 9
3.005e-3 5
3.657e-4 5
80 min
-.093' 9 _" 20 0
.9 L5,5596-5 20 -2.996e-3 4'--7.987e-4 4':
81 N41 max
.071 8
0 8
0 10 2.257e-3 6
2.015e-3 10 1.318e-3 9
83 N42 max 1
.071 8
0 8
0 10 8.33e-4 10 1.874e-3 10 1.319e-3 9
84
-mih
, -07 ". !9": -'
0 9
0 1'
1i-7871'e4'I"1.
-2:009436-
[4.765e-4
`8i 85 N43 max
.213 8
-.011 1
.069 6 [-4.574e-51 6 1.512e-3 7
-3.763e-4 1
867 min 168 9
027 2&,
-.086 7, 1-2:323e-4 71 -14456-3' 6 [1'.375e-3 20' 87 N44 maxl
.212 8
-.011 1
.082 6
1.74e-4 6
2.101e-3 7 I-3.813e-4 1 88 min
'-.168 9
-027-
,201 '-.061 7,! 1.027e-4: 7
-2.079e-3 6
-1.367e-3 20:
89 N45 max 0
8
.001 8
.038 10 1.851e-4 10 4.881e-4 10 1.103e-3 9
90,,,
b' min
<0',
,9
,-.041.
"'9
-..037 1-.
11 A'233e-4 1-1 -417426*4.11 -74666e-4 "81' 91 N46 max 0
8
-.004 8
.038 10 8.7e-5 10 8.933e-4 9
8.016e-4 9
'92"'"
'-mi
".0' 9
047J ['.91 037r i 1 8-11' 8:1&"8.-.1716-4 ~"
93 N47 max I 0
8
-.004 8
.037 10 I-2.823e-5 10 8.417e-4 8 8.017e-4 9
94 mini 0
9
-.047, 9
-.038 11[:8692e-5 11
-8.921e-4 9 -4.159e-4 '8 95 N48 maxl 0
8
.001 8
.037 10 1-1.245e-41 10 4.751e-4 10 1.104e-3 9
96 mini',0 9[
-.041 '1!9
-.038 11 [-1:847e-41 11 -4.876e-4' il
-4.622e-4 '8 97 N49 max1
.07 81
.024 1 9
.021 11 1 1.256e-3 1 6 3.674e-4 7
3.622e-4 9
98 min
-;.071
' 9
-.01 1,ý
-*.8022
-10 1-i,483e-31 7
-3.6656-4 6
..-2.3e-4.
'8" 99 N50 max
.07 8
.024 9
.022 11 5.794e-4 9
3.818e-4 7
3.626e-4 9
[.io 'a", mm.0~1--9
'-01171 8 1 -021.10 JO
.9'2L 11' '.5 64k'
"-2.28164-4.'8K, 101 N51 max
.069 8
.024 9
.019 6
5.273e-4 6
6.892e-4 5
-6.169e-5 10 1102' m
" "in'072 9'
'-.015-18,' '-.019'
'7 26.995e-4
-6:928A4.4 1-1.107e-41 20' 103 N52 max
.069 8
.024 I 9
.019 6
5.358e-4 9
6.926e-4 4
-6.871e-51 8 104 min
-.072
£9
-.015 1 8
-.019 7 7-3.133e-4 8
-6.946e-4 5
-1.lle-4' 20 1105 N53 max 0
81
.015 1 9
.019 6L 1.796e-4 111 4.954e-4 10 4.033e-4 1 9
[106 mn 0
9 [ -.024 1[8
-.019 7 11.299e-4 110
-4.67e-4 11 -1.911e:4 1 8J
[107 N54 maxl 0
8 [
.009 1 9
.019 6 [8.308e-5 111 8.477e-4 9 17.263e-4 1 9 RISA-3D Version 7.1.3
[M:\\...\\.......\\Engineering\\Design\\CR-N1013-103 BT3-120.BT4-180 USF.r3d]
Page 36 Attachment "B" Calculation CR-N1013-100 (Page 122 of 219)
Page 262 of 364 Z16
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 263 of 364 Company Designer Job Number Precision Surveillance Corp Brian Giometti CR-N 1013-103 CR3 - BT3-120 & BT4-180 USF Design Checked By: CFC Envelope Joint Dispiacements (Continued)
Joint X in]
Ic Y in Ic Z finl Ic X Rotation... Ic Y Rotation... Ic Z Rotation L.. Ic 108 1 min 1 0
97 -.-m: -1029
ý8 8J,-.019 7
3.24e-5 110
`'-9.64'
&8J.
427e-4: 81 109 N55 maxl 0
8
.009 9
.019 6
-3.22e-5 11 9.004e-4 8 17.264e-4 9
1,10
- m.
0minj
-.029 "8-.019 7'
-8.25e-5 im0 -8.465e-4,9,-27266J4 111 N56 maxl 0
8
.015 9
.019 6
-1.3e-4 11 4.677e-4 10 14.034e-4 9
112.
min
a:. 0.
- 9.
-.024-**
--.019 7;.- -1t'.788e-4 1 10 -4:947e-4 41 -1,938e L8'.
113 N57 max
.015 8
-003 8
.038 10 1.27e-4 10 2.459e-4 9
8.015e-4 9
min45' 9
.-037:
1 1, 6.684e65 11 '-2.207e-4
%18 -4.175e-4 "8' 115 N58 max
.016 8
.011 9
.019 6
1.225e-4 11 2.237e-4 9
7.262e-4 9
116, ,ý min',
-.015.T 9 8 8_-.0.19
'7'.:. 7.214e-5ý 10: -ý2A81 64 :8
-2.691e-4 8~
117 N59 max
.015 8
-003 8
.037 10 -6.751e-5 10 2.217e-4 8
8.018e-4 9
118
'n 1
1/20166
- 9. 4-.045 '9
-. 038".;`,, 11.267e'-4, 1,4i, -42:447&-4 9"'-4.155e-4 ~87 119 N60 max
.016 8
.011 9
.019 6 -7.207e-5 11 2.492e-4 8
7.264e-4 9
120'[
- ,*:.*.:"Min
,01 5-.ý :9
-9,',*
028*': 8
-. 19' 7
- 1 8 Le 5 ý 120..'
.m~.
- 9.
~
- 08.~ 8P.019i '7
- -7
- 1'218e4: 10 1-2224e`4.9
-.2.2735e4 :8 121 N63 max
.011 9
-.005 8
.037 10,2.922e-5 10 4.644e-5 10 8.017e-4 9
122r minm E -'01,,
8.. :048'1 19' " -.037 11 -2.936e-5 '.11
-4637e-5 11"-'.4. 165e*4*-8' 123 N64 max1
.01 9
.009 I 9
.019 6 I2.556e-5 11 4.642e-5 10 17.263e-4 9
124
'. min [:011
'8 88 '.019a 7 -2.516e-5 10 -4.635e-5 r-11
-,2.713e4 8 125 N63A max
.041 8
-.017 1 8
.014 10 3.179e-4 1 6 6.664e-4 10 7.678e-4 9
'126 min
.-. 04
.9
".019-*.*9'
-.013 11i 11.672e-51 7 -6:385e-4' T11-3.4483e-4 8'
127 N64A max
.04 8 I -.017 I 8
.013 10 1-1.222e-4110 6.395e-4 10 7.682e-4 9
128 1 min
-. 041-9' I10t99
'9
.-014 11 17-2.279e.4111 -6.655e-4 11 1*31496e-4 18I Envelope Joint Reactions Joint X [k, Ic Y [k Ic Z k]
Ic MX [k-ft]
Ic M k-Ic MZ [k-ft,
,c 1
N33 max 0
1 1 0
1 5.452 11 0
1 1
I0 1 2
'n mm 6
1 b0 1
-l
-18.304 6
1
'1' 0 a 1
3 N37 max1 0
1 0
1 15.618 7
0 1
0 1
0
.L1 14 min1 0
1
,0 l
-5.451 10 0'
1 10 5
N39 max 0
1 72.869 20 0
1 0
1 0
I1 6'
'0..
1m 1,27.8619
'0' 1..
0 1
'0i 7
N40 max 0
1 72.826 20 0
1 0
1 0
1 0
1 9
N41 max 0
1 32.997 9
10.806 11 0
1 0
1 0
1 10 min' 1>2"
'1
-6.927 "8'
"-11.78.
-0 0 ""122,0 12 0
11 N42 max 0
1 133.007 9
11.749 11 0
1 0
1 0
1 1 2" >"'
m ri'n 1'
-o,
~1~"~~896 ~8-10372".':0' 0
1~
0
.1 1
13 N45 max 14.332 9
0 1
0 1
0 1
0 1
0 1
14
'.."l"in' 14;054"8' '-*0'...
'}1,70
1 08 '
'l
-0:
1ý 0
1 15 N46 max 14.29 9
0 1
0 1
0 1
0 1
0 1
I6
min 1-13.562 8.,
0'".0
.1 0-0
'1 0
1, 0
'I 10.
17 N47 max 14.263 9
0 I1 0
1 0
1 0
1 0
1 18 min
-13.574
- 8 1', >
0 1
0
- 1.
0 1
0 "1
19 N48 maxl 14.355 9
0 I 1 0
1 0
1 0
1 0
I1
[20 min
-14.03 8
0
'11 0,
1 0
1 0-1
- 0.
1 21 N53 maxl 14.106 9
0 1 1 0
1 0
1 0
1 1 0
I 1 22 minl -14.411
.8
-.:0 1
- 0.
'1 0
i1 0
1 0
!i1 23 N54 maxl 13.668 9I 0
I1 0
1 0
1 0
1 0
I1 min
-14.377.
8 0
1 0
14 1
0, 0
24_
-T.
01 0
0 Il1 25 N55 max 1 13.642 9 1 0
1 1 0
1 0
1 0
1 0
1 11 26 1 min! 1-14.389-81-'70 '".
- 0
'1..
0 I1 0,
1 60 11 27 N56 maxl 14.128 9 1 0
I 1 0
1 0
1 0
1 0
I 1 1 28 minl -14.387 '8I 7
0,'
t1 00 1
T[
0 11 29 Totals:
max 112.784 9
140.403 120 43.4 11 I
30 mm
-112.784 81 8
87.331',
8 43.4. -j10 RISA-3D Version 7.1.3
[M:\\...\\.......\\Engineering\\Design\\CR-N1013-103 BT3-120.BT4-180 USF.r3d]
Page 37 Attachment "B" Calculation CR-N 1013-100 Z16 (Page 123 of 219)
Page 263 of 364
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z1 6, Page 264 of 364 Checked By: CýC Company Precision Surveillance Designer Brian Giometti Job Number CR-N1013-103 CR3 - BT3-120 & BT4-180 USF Design Envelope Member Section Forces Member Sec Axial k Ic y Shear Ic z Shear[k]
Ic Torque k-Ic y-Momen... Ic z-z Momen... Ic 1
M1 1
max 27.52 8
16.13 20 5.4251 10
.004 5
.002 1 5 0 0 riin q
6.847 9
-'5'-425;'11, 4 4.003 4 0
1 3
2max 27.17 20
-4.614 1
0 1
.004 5
.002 4
0 1-4 ~
~
i m T 9.975 f-'. 1,>-2.6 2Q 0:
.04 4'
'-.0"U~
L 5
M2 1
max 29.375 20 2.296 4
0 1
.002 51 0
I1 0
1 6
m in 11.063 1 * -2.296 5:
0 1
ý 1
-.003aý.' -
- 0 1
0 1:
7 2
max 29.06 20 2.296 5
0 1
.004 0
1 0
1 8m
~
'~in. -101748 '1
-2.296 tj4 0'-
IV -M.0 0,
1 0-1 9
M3 1
max 5.775 10 13.947 10
.147 5
0 11 0
1 0
1
.10
__1min"
-.874
- 4.
13.947,f11
-.156'
'4 0
.101 0
i 0
1 1
11 2 Imax 5.775 10 -13.947 10
.145 14 0
111 0
1 1 0
1 12 I
lmin
-.874 4
13.947
'.11
-.124 1-5 0
101 0.;'_-1
- 00
,1.
13 M4 11 max 15.551 7
.823 7
1.364 17
.004 61 0
1 0
1 A 14 min'.~
.~ -1;,
'.1.479.6'
.261<62
-1.35' (L6 '-.004 7z+T 0
.1 "1>
15 2
max 20.26 6
-.468 6
1.431 7
.001 7
0 1
0 1
16
. !",m":"
rin ':-6.09i;"- ;7,
- 61
ý,-7 A*.i:::
.414. *6
- -.002- :6 :, i 0 "'!:-' A
'"%:i..
17 M
1 max
.4 4
.036 5
0 1
-.013 11 0
11 0
1
.18 2>'
rmn'
-.342'
'5
.036 1 4 0
k.1
"-.016 10
'0 1
0 19 2
max
.4 4
-.036 15 0
1
-.013 11 0
1 0
1 20 '."
.. ~~~~~~~
~~'. ~~~.~ 'mirn','-.342," 5 '"'-.036:>4.';0':
- 169 10" OA"Y.1 9<o<
21 M6 1
max
.452 4 1.036 4
0 1
.026 6
0 1
0 1
22
'min
-.452 5 '
.036""
5
'0 1.001 ".7 7
0 1
0
'1 23 2
max
.452 4
-.036 14 0
1
.026 6
0 1
0 1
24 1
min
-.452-5
-.036 1 5, 0
'1 1.001 17 0
-1, 0
'1 25 M7 1 max 6.47 5
.036 17 0
1
.001 7
0 11 0
1 26 m"
-5.97...4...036 6
'1
-.003 6
.0 1
"0" 27 2 max 6.47 5
-.036 17 0
1
.001 7
0 1
0 1
28 1 _
mi
-5.977' 4
-.036, 6
0 I1.
-.003 6
0 1
'20 1
29 M8 Imax 6.518 5
.036 7
0 1
.015 7
0 I1 0
1 30 min
-6.004,4
.036 120 0
1
-.011 6
.0 Ji, '1 0
>1 31 2max 6.518 5-036 7
0 1
.015 7
0 1
0 1
33 M9 1
max 9.7487
.036 6
0 1
.003 11 0
1 0
1 34, 4'~
mm-91'"'.036 1)'
0 1
01, 6 0
12Oi'>"
35 2
max 9.748 7
-.036 6
0 1
.003 11 0
1 0
1 36
.min
-9.19 A 6.:-.036 7
0.1 0.,,
1,0 0
1T 37 M1 2 imax 9.806 6
.036 6
0 1
. 0 6
0 1
0 1
3
"'.min,
.ý9.223, 1,7'.036
'7"'
0'
'1'-.002"20 0'
1 0
1' 39 2
max 9.806 6
-.036 6
0 1
0 6
0 1
0 1
40 I'. min -9.223 7
036.
7 0
1,
-.002 20]
- 0.
'1'
..0
'1 41 Ml 1 1 max 27.469 8
16.166 20 5.425 110
.021 6 I
.012 6 6 0
1 42
- min
-.623
.9 5.823-9
-5.425 11'
-.021 7.1
-.013 1"_7 '
0 1
43 2
max 27.114 20
-4.629 1
0 11
.021 61
.01 7
0 1
'4--T',.
m
':10.007
- 1;
2.657 1 20'ý'.,',0
' -.021 7 17 ' ý.
-0 1' 6
'0
'1' 45 M12 1
max 29.376 20 2.925 4
.351 I 7
.018 6 1 1.386 6
4.401 4
46 T
mini 11.053': 1 i
--2.816 P,5:, 7 -.34 '
- ,6,
-.018 711 -1.431j'r-I',7,:', -3.638z
-5j 47 2
max 29.069 201 1.776 5
0 11
.022 61 0
I 1 0
1 48 1,__,.min 10.738.
1
-1.667 14 0
1'1
-.022
'7 1 0,
1 0
-it, 49 M13 1
max 0
1 0
14 0
11 0
1 01 50
__.'min' 0'
1
-_~3
`2&
20*;:' 0',
1K 0," "11 51 2
max 0
1 3
20 0
1 0
1 0
1 0
1 52 min '0' 11 0
" 4 0
"1 0
1 0
153 M14 1 1max 3.9 4 113.983 1 6
.154 5
-.003 7
0 1
0 1
54 1I min! -4.085 51 13.982 1 7
-.153 4'
-.017 6
0 o 1
0 1
55 2
max 3.938 4
-13.982 6
.142 4
.011 4
0 1
0 1
__56 1,.......
jin *,mm
.-4,164',5,J A 3.983l
,' -.131,
.009 5
0 1
,0 1
,0 RISA-3D Version 7.1.3
[M:\\...\\.......\\Engineering\\Design\\CR-N1013-103 BT3-120.BT4-180 USF.r3d]
Page 38 Attachment "B" Calculation CR-N 1013-100 Z16 (Page 124 of 219)
Page 264 of 364
PCHG-DESG Engineering Change eCorp CR3 - BT3-120 & BT4-180 USF Design 0000075218RO EC 75218, Revision 0 Attachment Z16, Page 265 of 364 Checked By: CýC Company Precision SurveillancE Designer Brian Giometti Job Number CR-N 1013-103 Envelope Member Section Forces (Continued)
Member Sec Axial[k]
Ic v Shearfk]
Ic z Shear[k]
Ic Toraue[!sf]..
v-y Momen... Ic z-z Momen... Ic 57 M15 j1max
.142 4
.018 8
0 1
0 10 0
1 0
1
'58":
- min":'A7' 5.ý.1" 9
0' i1 2K0.'1i
'"0' 0
1, 59 2
max
.142 4
-.018 8
0 1
0 10 0
1 0
1
.60.
"A.
min~~j~
<-'.?1'17Y 5Ž ?01 "9.'
'0'1<
_i__A7 O.<i'.i 0
1T :7.o0Y!
1 61 M16 1
max
.16 4
.018 8
0 1
0 10 0
1 0
11
-62 '<
-mi p155.:
5- ~0 18' 9.
0
~i
<0 0-71>. 0 1'
63 2
max
.16 4
-.018 8
0 1
0 10 0
1 0
11 64 mm'
-.155 5
'.18 9 1 0
[ 1.'
11-0
.1 0
1o.
65 M17 1
max 0
1 0
1 0
1 0
1 1 0
1 0
1 66, 1 min 0
1 0,
I1'
- 0.
"T 0
1 0
1 0
-1 67 2
max 0
1 0
1 0
1 0
1 0
1 0
1 68,
'mni' 0 1"f 1;,
0 'J
,.0
- 41 0'
.~
- 1.
0 1.
69 M18 1
max 0
1 0
1 0
1 0
1 0
1 0
1 70~~'
0' mm1'
_ýOKK"%'
71 2
max 0
1 0
1 0
1 0
1 0
- 11 0
1
.72 1min 0,
1Z I0" 1
0
[1 0
171 0
1 73 M19 1 Imax 25.373 9
.628 6
3.197 18
.003 8
0 1
0 1
74 mmr
-25.128 8
.588:
7
-3.2138 018
.91 0
1 0
1.
75 "2
max 25,.368 9
-.569 7
3.201 9
.018 9 1 0
11 0
1 76 mi
-25.123 8 J.,646.6,
-3.205',
8!: --.-"003 8".-0 1
.'.0'>... ;
77 M20 1
max 0
1
.568 7
6.5594
.002 10 18.391 15
.781 7
79 2
max 0
1
-.494 7
6.559 5
.002 10 18371 15
.214 4
80
_A' 7 '
n 0
-1
-57 6
6.561 14
'-.002 11
-18'839 4
-.15 5
81 M21 1 1max 25.585 9
0 9
0 1
.027 10 0
1 0
9 82 1-42 20
-0,I 8
0
[
-. 029 11 0
1 0
8 183 12 Imax 25.733 9
0 19 0
1
.027 10 0
1 0
8 84 m'-in
-4.334 20 0 0 8
0
[1 029 11
':0O 1
0 9
85 M22 1
max 70.314 20 1.218 4
0 1
.053 5
0 1
0 9
86 aiiný
- 1,
- rdd 0.,566 01 ill.2 8
5
- ,; ;/
52",4.
Oti:: ;i 0
87 2
max 70.462 20 1.218 5
0 53 5
0 1
0 8
8 __ _
nn'3 561
-1.218.5 0"
I 1
5,'4 0
1 0
8 868' mW"',,"Ynr'30.,714 '.1'ik1.28 W ' 0 Ii4'10.0 89 M23 1
max 25.575 9
0 9
1.00 6
.029 10 0
1 0
9 "90}"!'
min
-,4.495,:
20
- O' ':i 8-1.006 7
027
.1ý,'0
' 1
>08*
91 2
max 25.723 9
0 9
1.006 7
.029 10 0
1 0
8 1 92 1iin: :-43,3 47 20' 2:.0:,.T8
-1.006 6,.
-.027 1.1 0,.9, 93 M24 1
max 70.325 20 1.218 4
1.006 6
.052 4
0 1
0 91 94..
min 30.571 1
-1,.2118' 5
'-1.00617 -,.053 5.0
-i "0
58 95 2
max 70.473 201 1.218 5
1.006 7
.052 41 0
1 0
8 6
- _i_,
mini 30.719 1,, [ý"-1'218 4,.4 -1.006 16' '-.'053 5 1'.
0 1
0
'9" 97 M25 1
max -11.536 1 1.048 9
0 1
.024 7
00 1
0 1
98n-,
.04 2..
.98.
1
- -31.666 20;.048"",.;2' 0
1'
.024 71 00' 99 2 Imax -11.593 1
-.048 9
0 1
.024 7
0 1
0 71 100 7
. 1Iimn'-31.72320
-.048 2
0
.1
-.024 6
0 1
0 i-101 M26 1
max -11.082 1 1.061 I 1 0
1
.023 7 1 0
1 0
11 102
[I Imin
-29.98 201
.061, 1 16 0
Ii
-.023 6 1 0
1 0
1 1 10311 2 1max -11.025 1 1 -.061 1
1 0
I1
.023 7
0 1 1 0
1 1104'."
.mn-29.923 20 ]
.061.16
- 0.
1 '.023 61 0
1 0.1 105 M27 1 max -11.583 1
.048 19 0
1
.005 41 0
1i06
., mm
_'31,.597'. 201 0 4" 8'1 0
45 0
1 0
107
.. 2 max
-11.64 1
-.048 9
0 1
.005 4
0 1
0 1
108 min-31.654_20 'XA048 8,
0" '"'1 :004 5'
,O 0 1
0' i:1 109 M28 1 max -11.048 1
.061 13 0
1
.005 4
0 1
0 1
110 mm
-30.042 20
.061 116 0
1
-.004 5
0 j 1 0
1 ll I 2 1max -10.991 1
-.061 1 3 0
1
.005 4
0 0 1
0 1.
112 min -29.984 20
-.061' 1 16 0
1
-.004 5
0 1
0 1d 113 M29 l 1 1max
.01 201
.049 120 0
1 1
- 0.
81 0
1 0
1i RISA-3D Version 7.1.3
[M:\\...\\...\\...\\Engineering\\Design\\CR-N1013-103 BT3-120.BT4-180 USF.r3d]
Page 39 Attachment "B" Calculation CR-N 1013-100 (Page 125 of 219)
Page 265 of 364 Z16
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 266 of 364 Checked By: CýC Company Precision Surveillance Designer Brian Giometti Job Number CR-N1013-103 CR3 - BT3-120 & BT4-180 USF Design Envelope Member Section Forces (Continued)
Member Sec Axial ftL ShearIc Momen... Ic z-z Momen... Ic
.114 min 12.092 1
0 1*0 1 1:i d.0
! i -,1 115 2
max 0
1 0
1 0
1 0
8 0
1 1
0 1
117 M30 1
max
.846 7
.049 1
0 1
0 17 0
1 0
1 118 mi 12.055 10,
- 0' 9 0
0 0
81
- 0.
1
>0.
1 119 2
max
.821 71 0
9 0
1 0
17 0
1 0
1 120 min ',-12.08" 101"K04' 10
'0
""1 0,
8 1,';,0' 1"
121 M31 1
max 72.738 20 0
1 0
1 0
1 0
1 0
1 12,.mim
ý27:763 9Y jQ<,
1 0
1 10 0'
ý 10_'Ž'>'0Y 1
123 2
max 72.777 20 0
1 0
1 0
1 0
1 0
1 124,
'4
"' T rin'. -27:801T, 9..
- 0.
-1, 1
125 M32 1max 72.781 20 0
1 0
1 0
1 0
1 0
1 126 .'.
'jmin 27.772, 9-0, 1
11 0"
11
.>1 K0.1 127 2
max 72.82 201 0
1 0
1 0
1 0
F1 0
1 128 min 27.811 9
0 1
0 1
0 1-1 0
1.1
.0 1
129 M33 1
max
-.006 5
.049 1
0 1
0 1
0 I 1 0
1 130
[min'-.0060 20
.049 2
0 0
1 0
0 11 0
"1 131 l2 1max
.006 5 1-.049 1
0 1i 0
1 1 0
1 0
1 132 I
min "006 AT20-.-.049:
.20,,
0 1-0 1
0 1
133 M34 1 1max
-.006 4 1.049 1
0 1
0 1
0 1
0 1
134 1 mmin
-006-'
15.049'.11
.0 0 1
0 1
0-1 0
1'.
1351 2
max
.006 4
-.049 1
0 1
0 1
0 1
0 1
1361 m
'006
- 15 '>.049, 11' 0J 1
0 1
1 4Q 1
137 M35--
1 1max 7.175 4
.052 5
.054 4
0 7
.019 5
154 5
,138
- "I min -31:.166 9.*i *O.
'8
--. 044.
-51 ""<*Oý 6
093:
4 7."134
- ,4 139 2 Imax 7.209 4
0 18
.054 4
0 7
.088 14
.616 4
140 mi*
I
[ m
-31.132
-9 1-.069 14
-.044 5
0 6
-.222, Is5 ':ý.361 5
141 M36 1
max 8.328 5
.067 120
.05 11 0
6 0
9
.306 10 m142 1
min
-31.158 -81 " 0 1
9
-.046 10 0
11
-.144 20 103
'11 143 2
max 8.362 5 1 0 19
.05 11 0
6
.051 111
.592 11 144 min
-31.124 8 1 -.6067 1ll
-.046 10.'
11
-. 171.
10L
--33 10 145 M37 1
max 7.164 4 I.093 7
.109 6
.003 7
.234 1 7 1.058 7
146:'
,min 31.142..
99
- t-033.-"-, '6
-. 106, 7 $-,003.
'61
.297.6:6
-.998:
6 147 2
max 7,198 41
,.02 7
.109 6
.003 7
.049 I 5
.698 5
148 mm
-n3 0 9 -106"
'6",.-.106!:.7'
'.003.
',&*6-190_'14ý 1
j>-506'
,4' 149 M38
,1 max 8.351 5
o079 10
.056 11 0
6 0
19
.426 10 R150
'4m31-187' 8 102
'1~-01;10 -.001'i,'7
>135ý 0 ~189 1*1 151 2
max 8.386 51
.006 10
.056 11 0
6
.022 T11
.62 11 152 m
m
-31.153 1e8 I-.075 11
-.061 10-
--.001
>,7..
-. 168 10
-.459
'10 153 M39 1
max 0
1 1
.066 7
0 1
0 1
0 1
0 1
154 min: -15.227 7,1 0
.1
-0 0 f1:
Q.
151 0
1 1'0; 1!
155 2
1 max 0
11 0
1 0
1 0
11 0
1 0
1 156 ________.'
min
-15.261 7
1
-. 066 I11 0
1 "01 151 0
1i
>O
=1 157 M40 1 1max
.068 20
.066 10 0
1l 0
41 0
I1 0
1 158
- 0.
inL
-15.31 6
0' 7
0 1
1,0 K15 '
0 1
159 2
max
.034 20 0
7 0
1 0
41 0
I1 0
1 160
- ' ;*,i
,min
-15.344<
6
-*066
'6 0,'
1
ýý 10 5
- 0.
- 0.
1 0
1.
161 M41 1
max
-.026 11
.026 7
0 1
.002 6
0 1
0 1
162
~'.
' '_min,.
.02(i 7"7'
~.~026
'9."
o',-z
' '1."-002.7,~
0 1
0 1'
163 2
max
.026 11
-.026 7
0 1
.002 6
0 1
0 1
164,1
.min
.026<
- 7"K"-.026
'9
',0' 1
.002
- .7 0
1 ' "'"
v1 165 M42 1 1 max
.475 7
.026 7
0 1
.005 6
0 1
0 1
1661 1
min
-.511 6"
026 11 0
1 1' -.006 7
0 1
0 il1 167 2
max
.527 7
-.026 17 0
1
.005 6
0 1
0 1
168 min
-. 459 6 6
-.026 I 11 o[ 1-.o067 0
1 0
10 169 M43 I 1 max 37.648 91
.132 6
.014 8
.004 8
0 1
0 11 170 Veso 7
[mn-36.149 8T D
.019 7
-.026 9
1.024 9 0
1U 0
Pa 1
RISA-3D Version 7.1.3
,[M:\\.......... \\Engineering\\Design\\CR-N1013-103 BT3-120.BT4-180 USF.r3d]
Page 40 Attachment "B" Calculation CR-N 1013-100 Z16 (Page 126 of 219)
Page 266 of 364
PCHG-DESG Company Designer Job Number Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 267 of 364 Checked By: CýC Precision Surveillance Corp Brian Giometti CR-N1013-103 CR3 - BT3-120 & BT4-180 USF Design Envelope Member Section Forces (Continued)
Member Sec Axialfki Ic Shear k Ic z Shear ki Ic Torque
.k y-y Momen... Ic z-z Momen... Ic 171 2
max 37.616 9
-.015 6
.031 19
.105 7
0 1 1 0
1 172
-in36.091'4 8
-.142.1 7
.. 0i3 4'
-.137 6 *:'
Of 1
173 M44 1
max 37.608 9
.102 10
.013 4
.071 11 0
1 0___
0 i
174 '7' min 6-3.088~ __8__'.08Kii.;031'.
9,
.031 E~
8'0 0.P.'
1V OiK1x 175 2
max 37.64 9 1 -.065 10
.026 9
.024 9
0 1
0 1
176 X"
m--36141
'81 093 1.014; 8
8..0 1
177 M45 1
max 26.686 8
.612 11 3.207 8
.019 9
0 1
0 1
1781
' "2mai'-27.7922 9 18 '605-78 -322219 0050 8
' 0 1
0,
1 max06.6 179 2
max 26.68 8
-.601 7
3.21 19 005 8
0 1
0 1
180.
'.I'.
iinf.;ý.-27787 9
-616
ý6 3;216 1* 8" 09 0
11 181 M46 I
max 37.882 8
.089 6
.02618 026 9
0 1
0 1
182 i_.
~i
-36,3609
.U>065 17,.-:0161 06 8
0 1
0 183 2
max 37.852
--81 -.071 16 1.011 1 9
.549 6t0 1
184 mine m
'3
-6'31~ '9 P-.081'.17
-;029 1-8 55 61'
'7 10 0
1'T 185 M47 1 imax 37.873 81
.08 11i
.016 1 9
.007 18 0
1 0
1
'186 min'
-3636' :9K.'.068W 10
-:026 1 8
-M026 9
0 1
1 187 2
max 37.843 8 1 -. 072 110
.029 18
.163 10 0
1 0
1
-188-1 1 min' -36:'302 t'9>T"'-'_.079 8
-.011 1 9 T.
22 -11 01 0,i Envelope AISC ASD Steel Code Checks Member Shaue Code C... Loc ft Ic Shear... Loc[l Dir Ic Fa Mil Ft [ksil v
z-z... Gb Cm Cmz AS, Eon 1 M1 W21X73
.479 111.852120
.178 111.852 v 120119.417 21.6 T27 23.76 i.6 1.856 H1-2 1 2
M2 W8X40
.131 0.1-20' i056 1 7 y 4 19.109 21.6 27 23.76" 1
.6 I.6 I Hi-1i 3
M3 W14X43
.777 8.081 19
.233 1 20 Y 19 9.3 21.6 27 21.6 1
.6 1
_-11321 4
M4 W14X43
.261 10.101 4
.032 14.04 z 4 17.103 21.6 27 21.6 1' 1.1j1 H2-1 5
M5 L4X4X8
.007 0
4
.022 15.598 v 4 14.684 21.6
-Co..
i I
Ho1 6
M6 L4X4X8
.008 "0
4
.027 5.598 yv 6 14.684 21.6 -Co..
Hi-1 7
M7 L4X4X8
.090 0
5
.005 0
y 19 19.251 28.728 -Co..
I Hi-1 M8 L4X4X8
.090
- 0.
5
.01,,
7 0
y1 15119.251 28.728 -Co...-HI I
9 M9 L4X4X8
.134 0
15
.004 1 0 y 1914.684 21.6
-Co..
I H1 10 Mb..
L4X4X8 _'.1341 0'
61
.005' 0"
y 201-19.53'128:728 7-Co
'ý'
H1-1 11 Mll W21X73
.48311.852 20
.17811. 85 2 1y 2019.417 21.6 27 2376 1
6I 851 H1-2 31'~.
12,
.~~8
- 30' '20'
.:070. 10'
- v. 4;Ap:1 09
ý'I 27.. --
'3 7 6'1".6; K6<1-11-1 13 M13
$18X54.7
.281 2.182 15
.026 1.939 y_20_9.304 21.6 27 9.599 1.6
.85 1-H1-3
- "4 -'M14,-:I'WT1'4X43 ".792-'~9'.'97Y4, 12'381-~0
>93 21:.6.
27 '211.6 1 -.6 1 1
"41.
15 M15 W6X12
.003 1.515 4
.001 0 --y 18 19.251 21.6 27 23.76 1.6 1
H1-3 16".
M16 :'W6X12'
'.ý003'ý '1.485
'4.
_001'.
0_
V
_y.
919.251 21.6 27,'d 23:76 "1 1.6-1 11" "H-3'1 17 M17 W14X43
.763 11.742 4
.376.1.894 y 17 15.444 21.6 27 21.6 1
.6
.85 H2-1 18 M18 W14X43
- 758 *11:742.
4
'375 11.894 v 1715.444
'21.6 ' 27,, 21A.6
,1.6 1.85 H2-1"-
19 M19 W14X53
.554 13.333 17
.070 12.121 z 9 9.585 21.6 27 19.108 1 I.6 1 H1-1 20 M20 W14X53
.573 20-,
4
.0o43a-j '.20 z 4 17:197 21.6'
'27 19.108 i'1:85' L85I' WH-2, 21 M21 W8X40
.083 3.713 17
.009
.0 z 1920.491 21.6 27 23.76 111.6 1.6 IHi-22 M22 W8X40
.294 3.713 20-._050 13.713 _y 4 20.491 21.6 27 23.76 -"11_6.6 6
H1i-23 M23 W8X40
.084 13.713 17
.009 I 0 z 1820.491 21.6 27 23.7611.6 1.6 I H1-1 24 M24.
W8X40
.294 13.7131 20!'_ '.050 13.7.13 y 4 20.491 21.6 127 23.76 1
.6 1,.6 1 H1-i, 25 M25 1.75 rod
.611 113.6771 20
.017 113.677 115 1.061 21.6.27 27 1 1.6 I 1 1 H2-1 26 M26 1.75 rod
- 577-1-0 I,20.-.016 16.477 15
.731 21.6-27 27 1
.6 i 1t H2-i.
27 M27 1.75 rod
.609 113.6771 20
.006 [13.677 14 1.061 21.6 27 27 1i1
.6 1 1 I H2-1 28 M28 1.75 rod
.578 1 0 b I-20o.-.700_6F6 16.477 14
.731 21.6 1.27 27 1.6 1 1.H2-1i 29 M29 L3X3X4
.292 120.6571 11
.006 [20.657 y 119 1.133 28.7281-Co..
I I H2-1I 30
- M30, L3X3X4
.292 120o6571 10'
.006 120.657 y 117 1.133 28.728 -Co.. -
I I
,I 1-H2-1 31 M31 TU4X4X6
.693 12.251 20
.000 1 0 z 1 20.683 21.6 23.76 23.76 I1...
.6 I.6 I Hi-1 32 M32 TU4X4X6
.693 [2.25. 20
'.000'"
0 z 1 20.683 21.6 23.76 23.76 I1...
'6ý
.6jH1-1i 33 M33 L3X3X4
.000 0
20
.005 0
y 1
.897 21.6 -Co..
'34 M34 L3X3X4
.000.
0 J15
-'.005
- 0. y ' 1
.897.
21.6 -Co..
- ','. H2-1i 35 M35 L4X4X4
.55910 9
.006 12.153 _y 4 5.902 28.728 -Co..
H2-1 RISA-3D Version 7.1.3
[M:\\... \\...\\...\\Engineering\\Design\\CR-N1013-103 BT3-120.BT4-180 USF.r3d]
Page 41 Attachment "B" Calculation CR-N 1013-100 (Page 127 of 219)
Page 267 of 364 Z16
PCHG-DESG Engineering Change 0000075218RO EC 75218, Revision 0 Attachment Z16, Page 268 of 364 Checked By: CýC Company Precision SurveillancE Designer Brian Giometti Job Number CR-N1013-103 CR3 - BT3-120 & BT4-180 USF Design Envelope AISC ASD Steel Code Checks (Continued)
Member Shae Code C... Locifti Ic Shear... Loc[ft] Dir Ic Fa Iksil Ftfksil Fb V..Fb z-z
.b Cm Cmz ASD Eqn
- 36. *M36 L4X4X4 '.559,0 8',,i: 1 006. ii:-,0--,O
,yj 20 15.902 28.728*-Cco..I H2,'21, 37 M37 L4X4X4
.559 0
17
.017 0
z 6 4.438 21.6 -Co..
H2-1 39 M39 L4X4X4
.274 20.657 7
.006 20.657 y 15 2.043 28.7281-Co..
1 H2-1 40
- W40, L4X4X41
,275 20.657 *6
.007 20.657.y 4 2.043 28.7281-:Co..
I H2-1 41 M41 L4X4X8
.000 5.716 18
.004 0
y 4 14.475 21.6 -Co..
I I
I H1-1 42 M42 L4X4X8
.007 5.71615..007 150 y.i514.475 -21.6 -c'Co.
I. Hi-i 43 M43 TU4X4X6
.374 4.485 17
.010 4.485 v 6
16.07 21.6 23.76 23.76 1
.6 1
H1-1
'44 M44 Tu4x4X6
.373 4.396 17*
'.006 0
3y 19 16.07 21:6 23.7623.76_1
.6.1rHi-1:
45 M45 W14X53
.566 6.667 16
.071 6.667 z 8 9.585 21.6 27 19.108 1
.6 1
H1-1
'46"'!
M46 *',,TU4X4X6 ',,376' 4.4851 1'6 0:37-1, 8.881 'j,1 ;15 16.07 ",21.6' 23.76 '23.76" 11 6 H1-47 M47 TU4X4X6
.376 4.4851 16
.016 8.881 v 19 16.07 21.6 23.76 23.76 1 1.6 1
H1-1 RISA-3D Version 7.1.3
[M:\\...\\...\\...\\Engineering\\Design\\CR-N1013-103 BT3-120.BT4-180 USF.r3d]
Page 42 Attachment "B" Calculation CR-N 1013-100 Z16 (Page 128 of 219)
Page 268 of 364
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 269 of 364 z Y Precision Surveillance Cr Brian Giometti Cr CR-N1013-104 CR3 - BT3-120 Work Platform Design CR-N1013-104 BT3-120 WORK P...
(Page 129 of 219)
Page 269 of 364 Attachment "B" Calculation CR-N 1013-100 Z16
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 270 of 364 y
z;4~x
'453 N47 t 1 4 IN67 IN64 4464"5 186 I'52 51
'$466 IN60 1469
'47 N65 U63
'N62
'412
'45 k 484 IN37
,'N2.5
'42
'419
'414
"ý23
'468 4'3
'N4 "420 U40 "N30
%411
'N32
'434,
'4'
'N24 122 1441
'439
'410
'N42
'%29
'413
-433
"'35
'3
'443
'444 CR3 - BT3-120 Work Platform Design CR-N1013-104 CR-N1013-104 BT3-120 WORK P...
Z16 Attachment "B" Calculation CR-N1013-100 (Page 130 of 219)
Page 270 of 364
PCHG-DESG Engineering Change 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 271 of 364 y
z.~x CR3 - BT3-120 Work Platform Design CR-N1013-104 CR-N1013-104 BT3-120 WORK P...
Attachment "B" Calculation CR-N 1013-100 (Page 131 of 219)
Page 271 of 364 Z16
PCHG-DESG Engineering Change z y 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 272 of 364 Section Sets USLUNG EQUIV.
BASE 6X20 BASE 6X12 U COLUMN VBRACE XBRACE TOEPLATE ROOF MAIN EQUIV ROOF TIE ROOF CROSS CR3 - BT3-120 Work Platform Design CR-N1013-104 CR-N1013-104 BT3-120 WORK P...
Attachment "B" Calculation CR-N1013-100 (Page 132 of 219)
Page 272 of 364 Z16
PCHG-DESG Engineering Change y
-~
z x
0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 273 of 364 Code Check N3 Member Code Checks Displayed Loads: LC 1, DL+LL Results for LC 1, DL+LL Reaction units are k and k-ft Precision Surveillance Brian Giometti CR3 - BT3-120 Work Platform Design CR-N1013-104 CR-N1013-104 BT3-120 WORK P...
Attachment "B" Calculation CR-N1013-100 Z16 (Page 133 of 219)
Page 273 of 364
PCHG-DESG Engineering Change y
0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 274 of 364 Code Check No Calc o 1.05.
90-1.0
.75-90 0.50-.7 iL 0-50 Member Code Checks Displayed Loads: LC 2, DL+LL+COILER SETUP Results for LC 2, DL+LL+COILER SETUP Reaction units are k and k-ft Precision Surveillance Corp Brian Giometti CR-N1013-104 CR3 - BT3-120 Work Platform Design CR-N1013-104 BT3-120 WORK P...
Attachment "B" Calculation CR-N 1013-100 Z16 (Page 134 of 219)
Page 274 of 364
PCHG-DESG Engineering Change yAK 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 275 of 364 Coe Check No Calc
- 71.0
- 90-1.0
- .75.90 j 0.5 75 143 Member Code Checks Displayed Loads: LC 3, DL+LL+RAM LOCATION #1 Results for LC 3, DL+LL+RAM LOCATION #1 Reaction units are k and k-ft Precision Surveillance Corp Brian Giometti CR-N1013-104 CR3 - BT3-120 Work Platform Design CR-N1013-104 BT3-120 WORK P...
Attachment "B" Calculation CR-N 1013-100 Z16 (Page 135 of 219)
Page 275 of 364
PCHG-DESG Engineering Change Z Y 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 276 of 364 Code Check
~No Calc
,75-.90
.0-l.75 Member Code Checks Displayed Loads: LC 4, DL+LL+RAM LOCATION #2 Results for LC 4, DL+LL+RAM LOCATION #2 Reaction units are k and k-ft Precision Surveillance Brian Giometti CR3 - BT3-120 Work Platform Design CR-N1013-104 CR-N1013-104 BT3-120 WORK P...
Attachment "B" Calculation CR-N 1013-100 Z16 (Page 136 of 219)
Page 276 of 364
PCHG-DESG Engineering Change VA 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 277 of 364 Code Check No CoIc Isto-90-1.0 Member Code Checks Displayed Loads: LC 5, DL+5LL+COILER (5:1)
Results for LC 5, DL+5LL+COILER (5: 1)
Reaction units are k and k-ft Precision Surveillance Brian Giometti CR3 - BT3-120 Work Platform Design CR-N1013-104 CR-N1013-104 BT3-120 WORK P...
Attachment "B" Calculation CR-N1013-100 (Page 137 of 219)
Page 277 of 364 Z16
PCHG-DESG Engineering Change iz x 0000075218R0 EC 75218, Revision 0 Attachment Z16, Page 278 of 364 Code Check ItNo Cal I
.0 Member Code Checks Displayed Solution: Envelope CR3 - BT3-120 Work Platform Design CR-N1013-104 CR-N1013-104 BT3-120 WORK P...
Attachment "B" Calculation CR-N 1013-100 Z16 (Page 138 of 219)
Page 278 of 364