A 2x6 (1.5 inch by 5.5 inch) edgewise beam is used to carry the load specified above. The beam has 3 inches of bearing length at each end support. The bending strength is 2500 psi, shear strength is 170 psi, the modulus of elasticity is 1.5x106 psi, deflection limit is L/240 and the compression perpendicular to grain is 600 psi. Find the following values to design the beam; a. The maximum shear force
b. The maximum moment
c. The value of the deflection limit
d. The bending stress in the beam
e. The shear stress in the beam
f. The maximum deflection in the beam
g. The maximum bearing stress at the support
h. Does the beam fail?