ML16207A670
Text
UFSAR Section 3. 7.A
EXPLANATION
~
Structura I Backf f II
~Granular Materials Layer Designation I
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SCALE* FE(l EAST 30 20
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-280 SOUTH TEXAS PROJECT UNITS 1 & 2 FINITE ELEMENT MESH CROSS SECTION 1 Figure 3.7.A-1 Revision 0
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0 lATEP.Al PRESSURE DISTRIBUTION FOR MAXHIUM DYNAMIC RESULTANT FORCE, psf 100 200 300 0
100 200 300 0 100 200 300 1
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HORIZONTAL OBE VERTICAl OBE COMBINED HORIZ. & VERT.
NOTE:
Pressures shown are for average soil properties*.
Upper bound soi 1 properties may result in -6%
higher combined horizontal and vertical pressure.
OBE (SRSS)
30 c:
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25 r-CJ
.2 20 -
V1 AUXILIARY
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en n~s;:
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-f LATERAL PRESSURE DISTRIBUTION FOR ~IAXIMUM DYNAMIC RESULTt'.NT FORCE, psf 0
200 400 600 0
200 400 600 0
200 400 600 I
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HORIZONTAL SSE VERTICAL SSE COl*iBINED HOR. & VERT.
SSE (SRSS)
NOTE:
Pressures shown are for average soil properties.
Upperbound soil properties may result in
~ 6%
higher combined horizontal and vertical pressure.
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~:~~~~~~RY LATERAL PRESSURE DISTRIBUTION FOR MAXINUM DYNAMIC RESULTANT FORCE, ksf
- L__NG 0 1
2 3
5 6
7 EL. 6-r-
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5 J_!VERTICAL O~EHORJZONTlL OBE~Jl__SRSS r---
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NOTE:
Pressures shown are for average soil properties.
Pressures do not increase for upper and lower bound soi l properties.
I AUXILIARY LATERAL PRESSURE DISTRIBUTION FOR t1AXH1UM DYNAf>iiC RESULTANT FORCE, ksf BUtLDiiiG
+5,...
EL. 6- ~-
0 1
2 3
4 5
6 7
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I HORI\\ornAL SSE 1 1b SRSS 0 -
j---- VERTICAL SSE OJ
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o~m c::Z:
Pressures shown are for average soil properties.
~>~ Z-i Pressures do not increase for upper and lower X:~o bound soil properties.
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I l
HORI ZONTAL OBE VERTICAL OBE NOTE:
Pressures shown are for average soil properties.
Pressures do not increase for upper and 1 ower bound soil properties.
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COI*IBINED HORIZ. & VERT. (SRSS)
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Pressures shown are for average soi 1 properties-Pressures do not increase for upper and lower bo*Jnd soil properti es.
~-
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_l C 0~1B INED HORIZ. & VERT. (SRSS)
- -160 z
0
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REACTOR CONTAINMENT BUILDI NG (LEVELS OF INTERIOR STRUCTURE SHOWN DASHED)
TURBINE GENERATOR BUILDI NG "'
(WITH TURBINE PEDESTAL)
~
l EXPLANATION
~
Structural Backfl I I
~Granular Materials Layer Oesrgnatlon
~FUEL HANDLING BUILDING SOUTH TEXAS PROJECT UNITS 1 & 2 FINITE ELEMENT MESH CROSS SECTION 2 Figure 3.7.A-8 Revision 0
LATERAL PRESSURE DISTRIBUTiON FOR MAXIMUM DYNAMIC RESULTANT FORCE, psf
_._. 30 EL. 28),
0 100 200 300 400 0
100 200 300 400 0
!CO 200 300 400
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r----,
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r-~
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0 HORIZONTAL OBE VERTICAL OBE C014BINED HORIZ. & VERT.
OBE (SRSS)
LEGEND:
411 Small -negative pressure was calculat ed on upper
(/)
- 1. 5 ft of the wall.
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ga 0
c cc>
NOTE :
c
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g;~
Pressures do not increase for upper and 1 01~er
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bound soil properties.
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-25 LATERAL PRESSURE DISTRIBUTION FOR MAXIMUM DYNAMIC RESULTANT FORCE, psf 0
100 200 300 400 0
100 200 300 400 0
100 200 300 h
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(")
-t HORIZONTAL OBE VERTICAL OBE COrt,BINED HORIZ. & VERT.
NOTE:
Pressures shown are for average soi 1 properties.
Pressures do not increase for upper and 1 o~1er bound soil properties.
OBE (SRSS) 400
I LATERAL PRESSURE DISTRIBUTION FOR MAXIMUM DYNAMIC RESULTANT FORCE, psf 0
200 400 600 800 0 200 400 600 800 0 200 400 600 800 l...h 1r-...J
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t...
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r HORIZONTAl OBE VERTICAl OBE C011BINED HORIZ. & VERT. (SRSS)
NOTE:
Pressures shown are for average soil properties.
Pressures do not increase for upper and 1 ower bound soil. properties.
ELEV.
/
ELECTR I CAL-HECHAN I CAL f
AUXILIARY BUILDING DIESEL GENERATOR BUILDING~~T-,-~-+/-~~~+-.-.-.-.-~~-.-r-1
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r--200 EXPLANATION
~
Structura I BackfIll
~Granular Materials
@ Layer Designation
- t oo
.*:*,:*::::::k*'o\\ i'f:'-\\:(::ic'-'"\\'*:: _;;; *:.:*;;;;:.~ W -- '--lOO too
- ~o zoo
'==z-1 SOUTH TEXAS PROJECT UNITS 1 & 2 FINITE ELEMENT MESH CROSS SECTION 3 Figure 3.7.A-12 Revision 0
- a ID <
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en 0
c:
-t c::::l:
Z-t
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en>
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1\\)::D 0
c..
m 0 -t 25 r G~.~~~~~OR I LATERAL PRESSURE DISTRIBUTION FOR MAXIMUM DYNA/HC LATERAL RESULTArlT FORCE, ksf BlJILDH!G 0
0.5 1.0 1.5 2.0 2.5 3.0
Y--fl. 22 20
~
n-*
!.--vERTicAL 013£ HORIZONTAL OfiE---1 }r-SRSS 15 AUXILIARY
!WILDING 10 t-EL. 10-t//77.
~
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i f
i NOTES:
- 1. Pressures shown are for average soil Soil property variations should not significantly increase the pressure.
- 2. Effect of vertical OBE ~tas estimated.
properties.
30.-
+'
CJ 25 V'>
AUXILIARY 20 BUILDHlG 4 0 ;::
~
en 0 c:
-t c::t Z-t
-m
-t)(
en>
.... en Ao"
~:u 0
c:...
m 0 -t 15 r-10
~L.28 LATERAL PRESSURE DISTRIBUTION FOR HAXH1Uf1 DYNAMIC RESULTANT FORCE, psf 0
100 200 300 0
100 200 300 0
100 200 300 LJ L
Ll I
II
)
IL..
r HORIZONTAL OBE VERTICAL OBE COl4BINED HORIZ. & VERT.
OBE (SRSS)
NOTES:
- 1. Pressures shown are for average soi 1 properties.
Soil property variations are unlikely to increase pressures by more than ~G %.
- 2. Effect of vertical OBE Nas estimated.