Solve the reaction forces and draw the Shear and Moment Diagram using Three-Moment Equation. Add the last 2 digits of your ID number to all loads.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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51 Is the last two Digit ID number

Solve the reaction forces and draw the Shear and Moment Diagram using Three-Moment
Equation. Add the last 2 digits of your ID number to all loads.
160 kN
15 kN/m
30 kN/m
E
A
C
- 3 m
- 3 m –
-3 m
-6 m
EI
= constant
Transcribed Image Text:Solve the reaction forces and draw the Shear and Moment Diagram using Three-Moment Equation. Add the last 2 digits of your ID number to all loads. 160 kN 15 kN/m 30 kN/m E A C - 3 m - 3 m – -3 m -6 m EI = constant
Determine the horizontal displacement going to the right at the joint where "x" mark is
present using Castigliano's 2nd theorem. Take E = 200 GPa and . Add the last 2 digits of
your ID number to all loads.
29 kN/m,
Hinge
14.5 kN/m
3 m
3 m
29 kN/m
Hinge
Hinge
14.5
kN/m
3 m
5 m
Transcribed Image Text:Determine the horizontal displacement going to the right at the joint where "x" mark is present using Castigliano's 2nd theorem. Take E = 200 GPa and . Add the last 2 digits of your ID number to all loads. 29 kN/m, Hinge 14.5 kN/m 3 m 3 m 29 kN/m Hinge Hinge 14.5 kN/m 3 m 5 m
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