For the truss shown in Figure 2: (Take, A- 30 mm and E- 200 Gpa for all members) 1 Find the horizontal defection at joint D. 2 Find the vertical deflection at joint F. 3 If member BF is 5 mm short (fabrication error). Find the horizontal deflection at joint D. 15 kN 1.0 15 kN F 0.556 -20 kN 20 kN -25 kN 1.12 0.556 0444 0444 25 kN 11.25 kN 11.25 kN A= 30 mm (all members) 4 m E= 200 X 10 kN/m 4 m 4 m Figure 2

For the truss shown in Figure 2: (Take, A- 30 mm and E- 200 Gpa for all members) 1 Find the horizontal defection at joint D. 2 Find the vertical deflection at joint F. 3 If member BF is 5 mm short (fabrication error). Find the horizontal deflection at joint D. 15 kN 1.0 15 kN F 0.556 -20 kN 20 kN -25 kN 1.12 0.556 0444 0444 25 kN 11.25 kN 11.25 kN A= 30 mm (all members) 4 m E= 200 X 10 kN/m 4 m 4 m Figure 2

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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