Problem $8-40$: Specify a suitable wide$-$flange beam to be made from ASTM A$992$ structural steel to carry the load shown in Figure P$8-39$ below, based on the

design stress in bending. Then, for the beam selected, compute the shearing stress from the web shear formula and compare it with the design shear stress.

Reference Appendices A$-7$ and A$-12$ for section and material properties for wide$-$flange steel beams. See Table $7-2$ for the allowable design stress for structural

steel and Table Equation $8-8$ for allowable design shear stress for structural steel.

A$)$ Maximum beam shear force, $V=$

kips.

B$)$ Maximum bending moment, $M=$

kip$-$ft$.$

C$)$ Allowable Bending Stress $={}_{bd}=$

D$)$ Required section modulus of wide flange beam $=S_x=$

E$)$ Selected wide$-$flange beam $=>W$

F$)$ Allowable shear design stress $={}_d=$

psi

G$)$ Applied shear stress based on selected wide$-$flange beam section$==\frac{V}{th}=$

psi

H$)$ Is applied shear stress less than the allowable design shear stress $=>$

Please put answers as shown in the picture from A to H