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888 N Main St_1 - Soils Report
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888 N Main St_1 - Soils Report
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Last modified
1/13/2022 11:07:09 AM
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1/13/2022 11:07:04 AM
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Soils Report
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888 N Main St
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Tomasetti <br />1 - SET INITIAL'GRAVITY' CONDITION LOAD CASES 2 - CREATE DIRECTIONALITY COMBINATIONS <br />»ereta <br />ucad Case 'a"I 39,1 <br />.caj Case Ty:le 52>'re Trne 6.,stofy . .Ncr ,-8/ ''10.1 iFNK - <br />Ee wce Ct«ts r :fus G=Nr, 4,r. r,• <br />14395 3«Ce pre.#s ivs:c <br />•t. 2,3«rs <br />Z.' r,ta CO-'te': · Sta- 'Om -r- -S:ez St.te <br />Iertfu ' 0-, S.ate z E-5 0 Ne-ear Case .cass et E-: d Case -ZE rcu=' <br />N./rea' Case <br />a <br />Lead Type -Dec '411 -/7 Sc/e '/cry <br />-4.--1661, 5 Dead .ed: Wr 1 · . <br />-oad lan// SD.19#r 11 3.» <br />GROUND MOTION Hl CORRESPONDS TO X <br />GROUND MOTION H2 CORRESPONDS TO Y <br />idd van- 73.te De'ac!! Ay- 1 1 - 22€6»3 71 r j) Lead Cases <br />»21 :/.anetel <br />4*/Ja lue,1 Cabc MI¢al <br />Vrker o# 0.*of 1-•ne Stecs <br />Cupu T·me Step Sze ./ <br />UND Damprle Cons!3,1 M C 93 Moofy. 9". . <br />7,0.0/¥ Fy,"el"Defaut 403¥,/9,ow. <br />MAX GRAVITY OK C- <br />(4; 32/I-€ 35/6 <br />Oe-¥a· <br />L_»3 Case Name G..2 <br />L,>,d Case T>pe Su»pe Tirne Ht/y - ,Non•ne, Modal ;FN•N <br />Exicle Utlects this joup 40[ -00#·zat•e <br />Mass Source 4.·ous :Msk 13 <br />?t e Coritons <br />J Zer© Intv Cor<ltens - Sta,* 'forn Unstresse: St ate <br />Corirle hw State / Ers j '-biv/Case gacs * Er,2 4 Case ARE /0-09 <br />'.:Wear bse <br />2 3. -09€ <br />Load Type Leal Narre CL--2-,0-Se- 23¢/ <br />'*'; 'fjli De•c Defaut w M : 6 <br />14- 95 .4 <br />.ac 'Mterr Pert«Clefaut Wrilen : 5 <br />Load Cases <br />Load Case Name <br />RSy 31·+30} 5% Damped <br />Grav 1 <br />Grav2 <br />Deso'C <br />4Lles <br />Load Case Type <br />Response Spectrum <br />Nonlinear Modal History (FNA) <br />Nonlinear Modal History (FNA) <br />Nolie,Modd Hstoty QNN <br />Narlieir Modal thimy (FNN <br />Norlie, Mocial Hdoly (FNA) <br />4 LOAD CASE PERMUTATIONS RELATED TO EACH <br />GROUND MOTION <br />(72 YR MRI KOCAELI HIGHLIGHTED ABOVE) <br />d GROUND MOTION H2 CORRESPONDS TO X <br />GROUND MOTION Hl CORRESPONDS TO Y <br />a.r.ce <br />· ly ) ¥3/ e.er. <br />AU' =ec Case 4'ell <br />brer of CUC,2 Trne S·.eps 1 <br />- T,ru Step 52/ 2C /2 <br />4>13 ./"cr.,C/'stant 3 C BS W./4. yc: <br />NIN·,e¥ ps·Ineters Ze'A '41*, SN·I <br />MIN GRAVITY OK C, L= <br />ETABS MODEL <br />TIME HISTORY DEFINITIONS
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