Strength The bar DA is rigid and is originally held inthe horizontal position when the weight W issupported from C. If the weight causes B todisplace downward 0.025in. Also, if thewires are made of A-36 steel and have across-sectional area of 0.002in2, E=29000Oksidetermine the strain in wires DE.3 ft-2 ft→ 3 ft-D B4 ftWa. 1.67*10-3 O a. 1.67*10-3а.O b. None2.67*10-3O d. 2.167*10-3O e. 1.167*10-3Determine the strain in wires BC.5.208*10-4O b. 6.208*10-45.8*10-4d.O d. 8.205*10-4е.NoneDetermine the weight W (Ib).а.39.21O b. 35.21Ос.Noned.30.21е. 33.21

Given data Span length Displacement Cross sectional area Youngs modulus

The bar DA is rigid and is originally held in the horizontal position when the weight W is supported from C. If the weight causes B to displace downward 0.025in. Also, if the wires are made of A-36 steel and have a cross-sectional area of 0.002in?, E=29000ksi determine the strain in wires DE. DE 3 ft -2 ft 3 t- D B 4 ft W

The bar DA is rigid and is originally held in the horizontal position when the weight W is supported from C. If the weight causes B to displace downward 0.025in. Also, if the wires are made of A-36 steel and have a cross-sectional area of 0.002in?, E=29000ksi determine the strain in wires DE. DE 3 ft -2 ft 3 t- D B 4 ft W

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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