DESIGN BASE SHEAR

Vmax= Vactual= Vmin= 0.11CaIW

WHERE Ct = 0.0853 FOR STEEL MOMENT RESISTING FRAMET=Ct(hnT=0.0853(9.144T= 0.45FLOOR DESIGNATIONWEIGHT PER FLOOR

2ND7128.782

ROOF3343.332

TOTAL WEIGHT10472.114

2ND FLOORVact= Vact= 1232.01 KNCHECK FOR MAXIMUM DESIGN SHEARVmax= Vmax= 1839.81 KNCHECK FOR MINIMUM DESIGN SHEARVmin=0.11(0.4)(1)(10472.114)Vmin=460.77KNCHECK FOR ZONE 4 DESIGN BASE SHEARVzmin= Vzmin = 264.93KN

Since:Vmin < Vact < VmaxUSE V=1232.01KN

LATERAL FORCE DISTRIBUTION

LEVELhxWxhxWXFx

ROOF 9.1443343.33230571.43569.29

2ND4.5727128.78232592.791635.72

Wx=10472.114hxwx=63164.221Fx=1232.01

Fx = Ft=0.07TVIF T