The rigid bar ABC supports a point load P at point A and is being supported by bronze bars BD & CE. For bronze, E = 83 GPa. Determine 4 m 2 m A the maximum allowable load P if the vertical deflection of point A is limited to 1 mm. The areas of bars BD and CE are 1020 mm? and 520 mm?, respectively. 3 m P 3.5 m Assume no bending for all bars. D А. РМАХ (N)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The rigid bar ABC supports a point load P at point A and is being
supported by bronze bars BD & CE. For bronze, E = 83 GPa. Determine
4 m
2 m
A
the maximum allowable load P if the vertical deflection of point A is
limited to 1 mm. The areas of bars BD and CE are 1020 mm? and 520
mm?, respectively.
3 m
P
3.5 m
Assume no bending for all bars.
D
А. РМАХ (N)
Transcribed Image Text:The rigid bar ABC supports a point load P at point A and is being supported by bronze bars BD & CE. For bronze, E = 83 GPa. Determine 4 m 2 m A the maximum allowable load P if the vertical deflection of point A is limited to 1 mm. The areas of bars BD and CE are 1020 mm? and 520 mm?, respectively. 3 m P 3.5 m Assume no bending for all bars. D А. РМАХ (N)
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