Consider pattern loading (skip loading) for live load (shown black on the sketch) for the simply supported beam with overhang. DL Vmax D. 20' 8' M+ max WD = 1.2 x 2 = 2.4 k/ ft DI. WL = 1.6 x 3 = 4.8 k/ ft M- max a. Draw bending moment diagrams for three loading conditions. i) Live Load + Dead Load over entire span ii) Live Load over the simply supported beam + Dead Load over entire span iii) Live load on the overhang + Dead Load over entire span b. Using the bending moment diagrams for three skip loading you have calculated, show maximum positive moment and negative moment with corresponding location.
Consider pattern loading (skip loading) for live load (shown black on the sketch) for the simply supported beam with overhang. DL Vmax D. 20' 8' M+ max WD = 1.2 x 2 = 2.4 k/ ft DI. WL = 1.6 x 3 = 4.8 k/ ft M- max a. Draw bending moment diagrams for three loading conditions. i) Live Load + Dead Load over entire span ii) Live Load over the simply supported beam + Dead Load over entire span iii) Live load on the overhang + Dead Load over entire span 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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