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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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