1. The beam shown below is to be subjected to carry a 24 kN/m dead load, 27 kN/m live load and a series of wheel loads shown. Hinge Hinge E 50 kN 125 kN 100 kN A Lom to E 2 m-– 3 m- 4 m 6 m 6 m 3 m 3 m a. Draw the influence line of the shear at D and determine the maximum positive and negative shear at D. b. Draw the influence line of the moment at D and determine the maximum positive and negative moment D.

Structural Analysis
6th Edition
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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1. The beam shown below is to be subjected to carry a 24 kN/m dead load, 27 kN/m live load and a
series of wheel loads shown.
Hinge
Hinge
E
50 kN
125 kN 100 kN
Lom to
2 m-3 m-
4 m
6 m
6 m
3 m
3 m
a. Draw the influence line of the shear at D and determine the maximum positive and negative
shear at D.
b. Draw the influence line of the moment at D and determine the maximum positive and negative
moment D.
Transcribed Image Text:1. The beam shown below is to be subjected to carry a 24 kN/m dead load, 27 kN/m live load and a series of wheel loads shown. Hinge Hinge E 50 kN 125 kN 100 kN Lom to 2 m-3 m- 4 m 6 m 6 m 3 m 3 m a. Draw the influence line of the shear at D and determine the maximum positive and negative shear at D. b. Draw the influence line of the moment at D and determine the maximum positive and negative moment D.
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