Atrapezoidal plate, weighing 6,523 Newtons is being supported by two rods as shown. Take note that the top edge is originally horizontal. (HA 2m, Hp ốm, L-ốm) Consider the following properties: ROD LENGTH (m) E (GPa) A 2 86 4 94 A Determine the ratio of the area of Rod Ato Rod Bif Rod B deflects twice than that of Rod A. B. Determine the stress of each rod if the areas of Rods Aand B are 66 sq.m. and 69 sq.mm., respectively.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A
HA
He
1 m
L
1 m
Transcribed Image Text:A HA He 1 m L 1 m
Atrapezoidal plate, weighing 6,523 Newtons is being supported by two rods as shown. Take note that the top edge is originally horizontal. (HA-2m, Hp=5m, L=5m)
Consider the following properties:
ROD
LENGTH (m)
E (GPa)
A
2
85
4
94
A Detemine the ratio of the area of Rod Ato Rod B if Rod B deflects twice than that of Rod A
B. Determine the stress of each rod if the areas of Rods Aand B are 55 sq.m. and 59 sq.mm., respectively.
Transcribed Image Text:Atrapezoidal plate, weighing 6,523 Newtons is being supported by two rods as shown. Take note that the top edge is originally horizontal. (HA-2m, Hp=5m, L=5m) Consider the following properties: ROD LENGTH (m) E (GPa) A 2 85 4 94 A Detemine the ratio of the area of Rod Ato Rod B if Rod B deflects twice than that of Rod A B. Determine the stress of each rod if the areas of Rods Aand B are 55 sq.m. and 59 sq.mm., respectively.
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