The beam is subjected to a uniform dead load of 1.2 kN/m and a single live load of 52 kN. Draw the influence line for (a) moment at C and (b) determine the maximum moment created by these loads at C, and (c) draw the influence line for shear at C and (d) determine the maximum positive shear at C. Assume A is a pin. and B is a roller. NOTE: Use the analytical method (tabulated values or influence line equations) in solving for the coordinates of influence lines. 6 m A 52 KN C 3 m B

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The beam is subjected to a  uniform dead load of 1.2 kN/m and a single live load of 52 kN. Draw the (a) influence line for moment at C and (b) determine the maximum moment created by these loads at C, and (c) draw the influence line for shear at C and (d) determine the maximum positive shear at C. Assume A is a pin. and B is a roller.

NOTE: Use the analytical method (tabulated values or influence line equations) in solving for the coordinates influence lines. Show full solution.

The beam is subjected to a uniform dead load of 1.2 kN/m and a single live load of 52 kN.
Draw the influence line for (a) moment at C and (b) determine the maximum moment
created by these loads at C, and (c) draw the influence line for shear at C and (d)
determine the maximum positive shear at C. Assume A is a pin. and B is a roller.
NOTE: Use the analytical method (tabulated values or influence line equations) in
solving for the coordinates of influence lines.
6 m
A
52 kN
C
3 m
B
Transcribed Image Text:The beam is subjected to a uniform dead load of 1.2 kN/m and a single live load of 52 kN. Draw the influence line for (a) moment at C and (b) determine the maximum moment created by these loads at C, and (c) draw the influence line for shear at C and (d) determine the maximum positive shear at C. Assume A is a pin. and B is a roller. NOTE: Use the analytical method (tabulated values or influence line equations) in solving for the coordinates of influence lines. 6 m A 52 kN C 3 m B
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