Answer Happy

please do not reuse solutions.
Fv= 95psi
Fb=2400psi
CE 120 - Spring 2020 Final Exam Problem 1 (30 points) - The figure below shows the roof framing plan of a one-story wood building. The roof has a dead load of 24 psf, which can be assumed to include all dead load (including the beams and girders). The ceiling below is not plaster. The roof live load is 20 psf. The wood is Douglas Fir - Larch (North), Dense Select Structural. The wood is seasoned. Design "Girder A" considering bending, shear and deflection. 24 24 24 Hint: The mid-span deflection of a simply-supported beam with a point load Pat the third-span is: 8 = 0.018" wb = 24 pst Wie 20psf DP VP 16 Till (AUDIT! Column 16 241 Beam Girder A Roof plan view