.TOTAL DEFLECTION at JOINT H OF THE TRUSS SHOWN BELOW. CROSS SECTIONAL AREASMEMBER GRE SHOWN. E 200 GPG AND THE SAME200KNG(wwoosz)327 kN D(2500 mm²)A(1300 mm)(1500mm²)(1600mm²)A(1500mm²)(1500mm²)2m(wwODSH)B(1500 mm²)1500 mm")E = 200 GPaFOR ALL MEMBERS.200KN2m(1500 mm²)H(2500 mm²)(2500 mm ²4m4mOF EACH

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. TOTAL DEFLECTION at JOINT H OF THE TRUSS SHOWN BELOW. CROSS SECTIONAL OREGS MEMBER GRE SHOWN. E= 200 GPG AND THE SOME 200KN (2500mm²) 327KN -D (2500 mm²) A (1500mm) (1500mm²) (1600mm³) (1500mm²) (1500mm²) 2m (wmoder) B (1500 mm²) (1500 mm) E = 200 GPa FOR ALL MEMBERS. 200KN 2m (1500 mm²) H (2500 mm³) F LL (2500 mm ²) 4m 4m OF EACH

. TOTAL DEFLECTION at JOINT H OF THE TRUSS SHOWN BELOW. CROSS SECTIONAL OREGS MEMBER GRE SHOWN. E= 200 GPG AND THE SOME 200KN (2500mm²) 327KN -D (2500 mm²) A (1500mm) (1500mm²) (1600mm³) (1500mm²) (1500mm²) 2m (wmoder) B (1500 mm²) (1500 mm) E = 200 GPa FOR ALL MEMBERS. 200KN 2m (1500 mm²) H (2500 mm³) F LL (2500 mm ²) 4m 4m OF EACH

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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