2 m +1.5 m, 1.5 m, 3 kN 8 kN 4 kN 4 kN A CD -2.5 m - - 2.5 m- -2.0 m - Figure 2

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1) A statically determinate beam girder ABCD is overhanging at end is supported by pinned 
joined at A and roller at C respectively as shown in Figure 2. The beam girder is 
subjected to a series of concentrated moving loads across the whole beam girder of 7 m 
span. 
a. Using static equilibrium equation, draw the influence lines for the reactions at A and 
C as well as shear force and bending moment at B. Indicate all important values. 
b. Determine the maximum shear and moment at point B due to a series of concentrated 
moving loads.

2 m 1.5 m, 1.5 m,
3 kN
8 kN 4 kN 4 kN
A
C D
-2.5 m
2.5 m
2.0 m-
Figure 2
Transcribed Image Text:2 m 1.5 m, 1.5 m, 3 kN 8 kN 4 kN 4 kN A C D -2.5 m 2.5 m 2.0 m- Figure 2
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