uni-formly distributed load is represented in Fig. 75. Assume thespan L between supports to be 17-G, the length V of the canti-lever to be 8-9, and the load 800 pounds per lineal foot: thenW = (800 X17.5) + (800 X 8.75) = 21,000 # The reactions must be determined by the method of moments,Take the… … Fig. 75. An Over-Hanging Beam with Shear and Moment Diagrams The negative moment must equal the positive moment; then R2XL=275,625 and the value of R2 is found by dividing the positive moment by thedistance L between supports. Therefore 7?2 = = 15,750 # STICKL CONSTRUCTION Now since the sum of the…
Building, Iron and steel · Steel, Structural · Theses
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