2.) Total deflection at joint H of the truss shown below. Cross sectional areas of each member areshown. E is 200GPa and the same for all members.Use either unit load method or200 kNcastigliano's method in solving200 KNP (in kN)P = 229 KNG(2500 mm²)D(2500 mm²)(1500 mm²)(1500 mm²)(1500mm²)(1500 mm²)(1500mm²)-2m-E(1500 mm²)(1500mm²)(1500 mm²)(1500mm²)B1-2m-E = 200 GPa(2500 mm²)F(2500 mm²)4m4m

Answered: Image /qna-images/answer/bceae51b-3141-4df0-9541-b9589e92491e.jpg

2.) Total deflection at joint H of the truss shown below. Cross sectional areas of each member are shown. E is 200GPa and the same for all members. Use either unit load method or castigliano's method in solving 200 KN P (in kN) P = 229 KN (2500 mm²) D (2500 mm²) (1500 mm²) (1500 mm²) (1500 mm2) (1500 mm²) 200 KN E (w (OST) (1500 mm²) (1500 mm²) (1500 (1500 mm2) mm²) B 1-2m--2m- E = 200 GPa (2500 mm²) F (2500 mm²) 4 m

2.) Total deflection at joint H of the truss shown below. Cross sectional areas of each member are shown. E is 200GPa and the same for all members. Use either unit load method or castigliano's method in solving 200 KN P (in kN) P = 229 KN (2500 mm²) D (2500 mm²) (1500 mm²) (1500 mm²) (1500 mm2) (1500 mm²) 200 KN E (w (OST) (1500 mm²) (1500 mm²) (1500 (1500 mm2) mm²) B 1-2m--2m- E = 200 GPa (2500 mm²) F (2500 mm²) 4 m

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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