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50-205 f
mann s. can, Assistaat Direeter September 10,19&
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eivisies of ammeter Lia=== ins
$?c Debert E. Bryan, Chief.
Original signed i$ Ph.aek
.h.h yheilitim etmaanres aremsk, as RohrtE sryu
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casames es anAvr anroar er s. m. umanar es sus namesa snactos natzn Acouer 22, 196
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As peu c t en september 9, I us, preparea the reussias
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eammaste a the enhases armft repset with the view that these t
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the etstement sentaining the eenslasien that intesrity and in tightsees saa he asiattiand "with the isiens eEde bF the' QJ1 [~.
.myytiamat" (pass 3, meessa germarsyk) preFmar he a little =ma=
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- ~~?3 einee it appears to stie rather sneeniveeni epsewal et the eppliesst's spesifie propean1. It is ensgested that this j;:?r;:
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eestamme, itsett, eestmia sans times of a esvast.
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the statement of' essommer of prepassa anzilsary pseur sen
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g the last eestamme of this permaraph shon14 he emittet..._
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?ZZ Bolste fristiemal resistanee'af samt at verisme velseities (page 4,11ase 11-13) te valseity muysetet in a Sanit MyP K Q ~.
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In ecumsetten with the doeresse of the eeeffisiest of fristica ZG ter high eestant yrsseures whe. (page 4,11ase 16 esd 17) ebarseteries the pressures eat leadings -. M for the Sedaan,
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sneilitt as botas high er lee.
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The "seet marsalistie condition" (page 5, liams la naA 13) pre-ei
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om. ably refers to the seenrrence of a seeend major earthquake.
Beyesee to Enbe the intent:more=="*!t.
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Is the Aiseassian of strain in the steam line (psy f/p irst parms;raph) f based upon a three. feet metusent of one saa of b pipe relative to the l
1s it possible that, when fealting eesure, ths.tadiding wi'.1
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.2 ene eensider the largar 11asar displacement that points farthest taas the amis would unterget Will torsional displassments et pipes result frem ser of the possible displacements of the bail &iagt ' If so, what I
will be the effsets em the steen lias, far samspist-
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In the 41senssion et strains in W steen time (particularly en ymp 7 2.U; anA again en pass 9) yea teve intiented that it might be tolsrahle to anstain strains toe to three %$ ass the elastia limit etsmine-If this were allowed as a design basis, what eben14 he the eensitions mader j
whiek it weald be anawed sat what margias to failure weald esistf Em
...gc particular what allmessees ehesla the essign basis make $nr biddam M
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