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.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Consider pattern loading (skip loading) for live load (shown black on the sketch) for the
simply supported beam with overhang.
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 + 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.
Transcribed Image Text:Consider pattern loading (skip loading) for live load (shown black on the sketch) for the simply supported beam with overhang. 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 + 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.
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