Review: Design of simple structures 1. *1-96. Determine the required cross-sectional area of member BC and the diameter of the pins at A and B if the allowable normal stress is allow 3 ksi and the allowable shear stress is allow = 4 ksi. 1500 lb -2 ft -4 ft- 1500 lb B 60°

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Review: Design of simple structures
1.
*1-96. Determine the required cross-sectional area of
member BC and the diameter of the pins at A and B if the
allowable normal stress is allow 3 ksi and the allowable
shear stress is allow = 4 ksi.
1500 lb
-2 ft
-4 ft-
1500 lb
B
60°
Transcribed Image Text:Review: Design of simple structures 1. *1-96. Determine the required cross-sectional area of member BC and the diameter of the pins at A and B if the allowable normal stress is allow 3 ksi and the allowable shear stress is allow = 4 ksi. 1500 lb -2 ft -4 ft- 1500 lb B 60°
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