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PRl„eC'NAME: FLAKE BLDG TI <br /> �OB: N9-1624 <br /> 1 Shear Wall Design <br /> Grid C <br /> From the previous TI engineering (Custom Design & Engineering, Inc.), the lateral force <br /> from the original meuanine floor on Grid C is as per below: <br /> PROIER NAME:THYSSENKRUPP <br /> JOB:JS•1157 <br /> 7a571D1F�•' <br /> OIE(W�^ i.y.pap load•OIA�Irvrl I <br /> y ;� MnO�a0.1mE--0I� <br /> �i� <br /> I ' � <br /> 4. <br /> uro <br /> sw • <br /> MDUC• <br /> oiniwi <br /> �am�eiF� <br /> ixsie IEI � <br /> OIb�Vl� <br /> � .____71p� <br /> Total load = 2452 + 1386 Ib + 0.126 x �/2 x 12 psi x 15 ri x 23 k (wall load) = 4100 Ib <br /> Factored shear = 0.7(p)(QE) = 0.7(1.3)(4100) /23 ft = 162 Iblft --� SW-1 Per sheet S-3. <br /> Overturning = O.6D - 0.7E _ <br /> 0.6(12 psf x 15 ft x 23 tt) / 2 - 162 Ib/ft x �5 ft = 997 - 2430 = -1433 Ib <br /> (HDU4) is acceptable. <br /> Grid B.8 <br /> Total load = 1386 Ib + 0.126 x �/� x 12 ps1 x 15 ft x 23 ft (wall load) = 1646 Ib <br /> Factored shear = 0.7(r)(OE) = 0.7(1.3)(1646) / 23 ft = 65.1 Ib/ft -� SW-1 Per sheet S•3. <br /> Overturning = 0.6D - 0.7E _ <br /> 0.6(12 psf x 15 ft x 23 ft) / 2 - 65.1 Ib/ft x 15 ft = 997 - 976.5 = +20.5 Ib (No hold-down <br /> req'd) <br /> CUSTOM DESIGN & ENGINEERING, INC, ; � \ <br /> November 11, 2013 P\age 17/��( ) <br /> \. <br />