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Page 7 of 21 <br /> b2structural Job No. Sheet No. <br /> engineers <br /> www.b2engineers.com Project No. Sheet Title <br /> 7516 NE 153rd Place NE Checked By Made By <br /> Kenmore,WA 98028 <br /> (425)296-2993 Date Date <br /> Vertical Seismic Distribution <br /> Cs= 0.14W <br /> W= 32.8 kips <br /> V= 4.5 kips Important: It is assumed that the R value is the same <br /> Rho= 1 for both directions <br /> N/S Direction E/W Direction <br /> Story Total Story Story Story Story Story Mot <br /> Floor Height Height Weight Wi*Ht Force Shear Force Shear <br /> Hi Ht Wi Fi E Fi E E <br /> (ft) (ft) (kips) (k-ft) (kips) (kips) (kips) (kips) (kip-ft) <br /> Roof 8.00 16.00 16.8 268 3.1 3.1 3.1 3.1 49.17 <br /> Fourth 0.00 8.00 0.0 0 0.0 0.0 0.0 0.0 0 <br /> Third 0.00 8.00 0.0 0 0.0 0.0 0.0 0.0 0 <br /> Second 8.00 8.00 16.0 128 1.5 1.5 1.5 1.5 11.76 <br /> Ground 0.00 0.00 0.0 _ 0 0.0 0.0 0.0 0.0 0 <br /> 32.8 397 4.54 4.54 4.54 60.93 <br /> Diaphragm Seismic Distribution <br /> Story Total Story Force Calculated Max Min Governing Transverse Longitudinal <br /> Floor Height Height Weight Distribution Fpx Fpx Fpx Fpx Fpx Fpx <br /> Hi Ht Wi Fx <br /> (ft) (ft) (kips) (kips) (kips) Lkips) (kips) (kips) (pit) (plf) <br /> Roof 8.00 16.00 16.8 3.1 3.1 6.0 3.0 3.1 0 0 <br /> Fourth 0.00 8.00 0.0 0.0 0.0 0.0 0.0 0.0 #DIV/0! #DIV/0! <br /> Third 0.00 8.00 0.0 0.0 0.0 0.0 0.0 0.0 #DIV/0! #DIVIO! <br /> Second 8.00 8.00 16.0 1.5 2.2 5.8 2.9 2.9 0 0 <br /> Ground 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> 32.8 4.5 <br />