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HOWIE BARGREEN I May 10, 2022 I SDA Job# 7673 I 3 <br /> SEISMIC LOAD:(ASCE7-16§12.8) <br /> https:/lhazards.atcouncil.orq/ Flexiable Diaph.? YES <br /> v=Csw Irregularities? NO SITE RESPONSE ANALYSIS REQUIREMENT(11.4.7) <br /> cs Sos/(R/le) Risk Category= II Risk Category DESIGN WITH SEISMICALLY ISOLATED STRUCTURE? NO <br /> C5 MN_CASE2=0.551/(R/IQ) p= 1.30 Redundancy DESIGN STRUCTURE WITH DAMPING SYSTEM? NO <br /> Cs_MIN_CASE1=o.044Sosle>0.011 Site Class= D-DEFAULT <br /> C5MAX-SDl/IT(R/le) IE= 1 NOT REQUIRED:11.4.8.E.2,Cs MODIFIED AS REQUIRED BY <br /> (Table 1.5.1) EXCEPTION <br /> T<TL,Cs=Sol/R(R/le) hD= 18 Structural Height <br /> T>TL,Cs=So,TL/T2(R/le) <br /> E=Cp §11.4.4 Ss= 123.2% TYPE:(T12.2-1) Ta(s) R n0 Cd Cs E <br /> SMs=FaSs = 147.8% §11.4.4 Fa= 1.20 1) B4-OSCBF 0.17 3.25 2.00 3.25 0.303 0.394 j <br /> SDS=2/35M5 = 98.6% §11.4.4 Si = 43.7% 2) A15-WSW 0.17 6.50 2.50 4.00 0.152 0.197 <br /> sDs'=SDS = 98.6% §12.8.1.3 Fv= 1.95 3) <br /> SM1=FVS1 = 85.4% §11.4.5 SDC= D 4) <br /> SDI=2/3SM1 = 56.9% §11.4.5 IL= 6 s <br /> Ts=Soi/Sos = 57.7% §11.4.6 <br /> Roof Level Diaphragm Loading: 2nd Floor Level Diaphragm Loading: <br /> W(ROOF)= LENGTH WIDTH COEFF LOAD TOTAL W(ROOF)= LENGTH WIDTH COEFF LOAD TOTAL <br /> 5395 1 1.0 22.5 121388 1.0 22.5 0 <br /> 1.0 22.5 0 1.0 22.5 0 <br /> 1.0 22.5 0 1.0 22.5 0 <br /> 1.0 22.5 0 1.0 22.5 0 <br /> 1.0 22.5 0 1.0 22.5 0 <br /> Area= 5395 Sub-Total= 121388 lb Area= 0 Sub-Total= lb <br /> W(FLOOR)= LENGTH WIDTH LOAD TOTAL W(FLOOR)= LENGTH WIDTH LOAD TOTAL <br /> 32.0 0 32.0 0 <br /> 32.0 0 32.0 0 <br /> 32.0 0 32.0 0 <br /> 32.0 0 32.0 0 <br /> 32.0 0 32.0 0 <br /> Area= 0 Sub-Total= lb Area= 0 Sub-Total= lb <br /> W(WALL)= NUMBER LENGTH TRIB.HT. LOAD TOTAL W(WALL)= NUMBER LENGTH TRIB.HT. LOAD TOTAL, <br /> 2 102 8.5 82.0 142188 10.0 0 <br /> 0 54 8.5 82.0 0 10.0 0 <br /> 82.0 0 10.0 0 <br /> Area= 1326 Sub-Total= 142188 Area= 0 Sub-Total= 0 <br /> TOTAL=263576 lb TOTAL= lb <br /> I <br />