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 momentcreated 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) insolving for the coordinates of influence lines.6 mA52 kNC3 mB

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Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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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

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