8 ft|6f-6 ft20 kD↓-6 ftB20 k-6 ftE15 k_GR_-6 ft-CCase #1:Find ABy andACxEA = constantE = 29,000 ksiA = 5.25 in.²

Answered: 8 ft 6 ft· 20 k D↓ -6 ft B 20 k -6 ft-…

8 ft 6 ft· 20 k D↓ -6 ft B 20 k -6 ft- E 15 k -6 ft- Case #1: Find ABy and ACx EA = constant E = 29,000 ksi A = 5.25 in.²

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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Pressure and Stress

Question

8 ft
|6f-
6 ft
20 k
D↓
-6 ft
B
20 k
-6 ft
E
15 k
_GR_
-6 ft-
C
Case #1:
Find ABy and
ACx
EA = constant
E = 29,000 ksi
A = 5.25 in.²

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Step 1: Data given

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Step 2: Find the support reactions

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Step 3: calculation of Joint B and D

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Step 4: Find all member forces with unit vertical load at B

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Step 5: calculation of Joint B and D

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Step 6: Find all member forces with unit Horizontal load at C

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Step 7: calculation of Joint B and D

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Step 8: Vertical deflection at B and Horizontal deflection at C

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