2) Consider pattern loading (skip loading) for live load (shown black on the sketch) for the simply supported beam with overhang. Use the factored loading shown below. DI. Vmax 20' 8' M+ max WD = 1.2 x 2 = 2.4 k/ ft WL = 1.6 x 3 = 4.8 k / ft M- max a. Draw bending moment diagrams for three loading conditions. i) Live load over entire span ii) Live load on the simply supported beam only iii) Live load on the overhang only b. Using the bending moment diagrams for three skip loading you have calculated, show maximum positive moment and negative moment with corresponding location.
2) Consider pattern loading (skip loading) for live load (shown black on the sketch) for the simply supported beam with overhang. Use the factored loading shown below. DI. Vmax 20' 8' M+ max WD = 1.2 x 2 = 2.4 k/ ft WL = 1.6 x 3 = 4.8 k / ft M- max a. Draw bending moment diagrams for three loading conditions. i) Live load over entire span ii) Live load on the simply supported beam only iii) Live load on the overhang only b. Using the bending moment diagrams for three skip loading you have calculated, show maximum positive moment and negative moment with corresponding location.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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