The cross sectional area of the members of the truss shown is 500 mm2 and E = 200 GPa. Solve the horizontal displacement of joint C due to external loadings in mm. 1.5 m 5 kN 2 m D 10 kN 0.1875 O 11.25 18.75 0.075

The cross sectional area of the members of the truss shown is 500 mm2 and E = 200 GPa. Solve the horizontal displacement of joint C due to external loadings in mm. 1.5 m 5 kN 2 m D 10 kN 0.1875 O 11.25 18.75 0.075

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 cross sectional area of the members of the truss shown is 500 mm2 and E = 200 GPa. Solve the
horizontal displacement of joint C due to external loadings in mm.
AB
1.5 m
C
5 kN
2 m
47
10 kN
O 0.1875
O 11.25
18.75
0.075

From the continuous beam show, determine the Moment at A in kNm.
250 kN
20 kN/m
B
D
12 m
12 m-
4 m 4 m
O Zoom image
О з32.7
O 110.7
55.1

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