D (5000 mm2)E(5000 mm?)3 m(4000 mm?)C(5000 mm2)|B (5000 mm2)100 kN2 panels at 4 m = 8 mE = 200 GPaDetermine the force in member AB of the truss shown. Input your answers as negative if the force iscompression.(4000 mm²)(4000 mm-)

step-1; draw free body diagram;

Answered: D (5000 mm2) E (5000 mm2) (4000 mm2) A…

D (5000 mm2) E (5000 mm2) (4000 mm2) A (5000 mm?) | B (5000 mm2) 100 kN 2 panels at 4 m 8 m E= 200 GPa the force in momnber AR of the truISS chown Ipput vOur ancwe (4000 mm (4000 mm2)

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter5: Stresses In Beams (basic Topics)

Section: Chapter Questions

Problem 5.12.11P: A cylindrical brick chimney of height H weighs w = 825 lb/ft of height (see figure). The inner and...

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Question

D (5000 mm2)
E
(5000 mm?)
3 m
(4000 mm?)
C
(5000 mm2)
|B (5000 mm2)
100 kN
2 panels at 4 m = 8 m
E = 200 GPa
Determine the force in member AB of the truss shown. Input your answers as negative if the force is
compression.
(4000 mm²)
(4000 mm-)

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