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��.fi==��5 ro ect: Belmark Lo ez b : RR sheet# <br /> ��.ti`�&�111��°�`���r� location: Everett,WA date: �v�rzo�a <br /> �-=�$�9� client: LCI ob#: 1487 <br /> s.�"�C <br /> SEISMIC BASE SHEAR <br /> Story Weights <br /> Level Weight Area/Length Total Weight <br /> 2 Roof 15.0 psf 2020 sq ft 30.3 <br /> Exterior Wall Above 0.0 pif 0 ft 0.0 <br /> Exterior Wall 40.0 plf 178 ft 7.1 <br /> Interior Wall Above 0.0 psf 0 sq ft 0.0 <br /> Interior Wall 5.0 psf 1705 sq ft 8.5 <br /> Low Roof 0.0 psf 0 sq ft 0.0 <br /> Other psf sq ft 0.0 <br /> 45.9 k <br /> 1 Floor 12.0 psf 1705 sq ft 20.5 <br /> Exterior Wall Above 40 plf 178 ft 7.1 <br /> Exterior Wall 45 plf 208 ft 9.4 <br /> Interior Wall Above 5.0 psf 1705 sq ft 8.5 <br /> Interior Wall 5.6 psf 1650 sq ft 9.3 <br /> Low Roof 15.0 psf 899 sq ft 13.5 <br /> Other psf sq ft 0.0 <br /> 682 k <br /> Story Shear <br /> Cs= 0.129 (u/t) <br /> Height Weight VQ <br /> Level hx(ft) wu(k) hxwx Fx(k) <br /> 2 18.00 45.9 827 8.45 <br /> 1 9.00 68.2 614 6.28 <br /> Total= 1142 1441 14.73 Base Shear V= 14.73 k <br /> Utota�=Cs X swx = 14.73 k <br /> Fx=V,o�i x hxwx/2:hxwx <br /> Diaphragm Shear <br /> Sos= 0.839 <br /> IE= 1.00 <br /> Welght Story Shear Dia.Shear Max Fpx Min Fpx Controlling <br /> Level wi(k) Ew; F;(k) EF; Fpz(k) (k) (k) Fpx(k) <br /> 2 45.9 45.9 8.45 8.45 8.45 15.41 7.71 8.45 <br /> 1 68.2 1142 6.28 14.73 8.80 22.89 11.44 11.44 <br /> Max Fpy=0.40 X IP X SDS X W; = 0.34 x w; <br /> Min Fpx=020 x IP x SDS x W; = 0.17 x w; <br />