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(2) 1000 mm 500 mm (1) 750 mm Try One 430 mm Try One 40 kN scene 14 of 14 Determine the internal forces and normal stresses in bars (1) and (2). (+ = tension, ― = compression) Also, determine the deflection of the rigid bar in the x direction at C. (+ = right, - = left) Bar properties 710 mm A₁ = 720 mm² answers E1 90 GPa -24.65 F1 KNX X M> A₂ = 260 mm² E2 = 100 GPa -17.13 F2 KNX -34.24 01 MPa -65.90 02 MPa -0.46 VC mmX 1st 2nd 3rd attempt

(2) 1000 mm 500 mm (1) 750 mm Try One 430 mm Try One 40 kN scene 14 of 14 Determine the internal forces and normal stresses in bars (1) and (2). (+ = tension, ― = compression) Also, determine the deflection of the rigid bar in the x direction at C. (+ = right, - = left) Bar properties 710 mm A₁ = 720 mm² answers E1 90 GPa -24.65 F1 KNX X M> A₂ = 260 mm² E2 = 100 GPa -17.13 F2 KNX -34.24 01 MPa -65.90 02 MPa -0.46 VC mmX 1st 2nd 3rd attempt

Structural Analysis
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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(2) 1000 mm 500 mm (1) 750 mm Try One 430 mm Try One 40 kN scene 14 of 14 Determine the internal forces and normal stresses in bars (1) and (2). (+ = tension, ― = compression) Also, determine the deflection of the rigid bar in the x direction at C. (+ = right, - = left) Bar properties 710 mm A₁ = 720 mm² answers E1 90 GPa -24.65 F1 KNX X M> A₂ = 260 mm² E2 = 100 GPa -17.13 F2 KNX -34.24 01 MPa -65.90 02 MPa -0.46 VC mmX 1st 2nd 3rd attempt
Transcribed Image Text:(2) 1000 mm 500 mm (1) 750 mm Try One 430 mm Try One 40 kN scene 14 of 14 Determine the internal forces and normal stresses in bars (1) and (2). (+ = tension, ― = compression) Also, determine the deflection of the rigid bar in the x direction at C. (+ = right, - = left) Bar properties 710 mm A₁ = 720 mm² answers E1 90 GPa -24.65 F1 KNX X M> A₂ = 260 mm² E2 = 100 GPa -17.13 F2 KNX -34.24 01 MPa -65.90 02 MPa -0.46 VC mmX 1st 2nd 3rd attempt
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