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SIMPLE ENGINEERING <br />=972 lb <br />Rr =979 lbs <br />=0.979 kips <br />Transverse Direction Longitudinal Direction <br />Level Fx (kips)Vx (kips)Wx (plf)Fx (kips)Vx (kips)Wx (plf) <br />Roof 1.77 36.08 0.98 36.27 <br />1.77 0.98 <br />Foundation 0.00 37.62 0.00 39.17 <br />1.77 0.98 <br />Total 1.77 3.54 0.98 1.96 <br />Transverse Direction:Roof 36.08 181.68 <br />Longitudinal Direction:Roof 36.27 329.72 <br />Wind, Vx (plf) <br />Seismic,Vx <br />(plf) <br />Therefore, Reaction due to wind load to roof diaphragm: <br />Compare Wind vs Seismic <br />Seismic Governs <br />Seismic Governs <br />𝑹_𝒓𝑨= 𝑹_𝒓𝑩=(𝟏/𝟐)𝑾_𝒎𝒊𝒏 <br />16 <br />2314 S Warbler St <br />ADDITION12/12/2024