Use Cantilever Method From the frame loaded as shown. Solve the following Axial force at column IE. Shear force at girder IJ. End moment at girder IJ.

7-41. The double-web girder is constructed from two plywood sheets that are secured to wood members at its top and bottom. The allowable bending stress for the wood is allow 8 ksi and the allowable shear stress is Tallow = 3ksi. If the fasteners are spaced s = 6 in. and each fastener can support 600 lb in single shear, determine the maximum load P that can be applied to the beam. 2 in. 2 in. 10 in. -|-6 in.-- 05 in. 0.5 in. 2 in. 2 in. A -st 4 ft -4ft- B

Calculate for the following member forces of the frame shown below using Portal Method. a. Shear at column FE, VFE in kN b. Shear at column ED, VED in kN c. Shear at beam FC, VFC in kN d. Moment at A, MA in kN-m e. Moment at girder KH, MKH in kN-m

1b/ Use Force Method to assume the support at A and B or D are pins