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• • <br /> . Langford Residence 5 <br /> 7507 E Heather Way <br /> Structural Calculations <br /> Longitudinal Loading:to roof diaphragm <br /> W P •(2a)• h2 + Ps0 2•[wb —(2a)].\ 22 + hr2 f =4560 Longitudinal load <br /> hoof s0,0 ) to roof(Ibs) <br /> C <br /> / �h h <br /> (2•a)• h2 + hi\ + Ps •[wb—(2-a)]• 2 + 1 <br /> W12 Ps =5610 Longitudinal load <br /> 0 0 2 2 0,2 \ 2 2 y to 2nd fir(Ibs) <br /> Transverse load governs <br /> By: J. Conner, PE, SE Langford Structural Calcs.xmcd <br /> 2/26/2020 <br /> �]� 12 <br />