Design the gabled frame subjected to the external wind load shown in Figure P5–68 (comparable to an.
Design the gabled produce subjected to the exterior twine load shown in Figure P5–68 (approximate to an 80 mph twine hasten) for an industrial building. Assume this is one of a ordinary produce spaced whole 20 feet. Select a wide flange minority installed on allowable yielding pressure of 20 ksi and an allowable compressive pressure of 10 ksi in any limb. Neglect the possibility of buckling in any limbs. Use ASTM A36 steel.