For the below Truss, we need to calculate the reaction, the internal forces in the members and design the critical member. Take Fx= 20 kN, Fy = 40 kN, L=6 m; Fy L. Bar 1 Bar 45 Bar 3 L (m) Materials properties: Steel, Young Modulus E=190 GPa. Yield Stress Ys = 210 MPa, Ultimate stress UTS = 400 MPa. Questions: -Calculate the reactions at supports A and XA- YA 3. Calculate the allowable stresses o,wable in compression and in ension * Jallowable in Tension = Jallowable in Compression = Calculate the internal forces in all bars d indicate whether the bar are in sion or compressior s). Internal Force Tension or [kN] compression

For the below Truss, we need to calculate the reaction, the internal forces in the members and design the critical member. Take Fx= 20 kN, Fy = 40 kN, L=6 m; Fy L. Bar 1 Bar 45 Bar 3 L (m) Materials properties: Steel, Young Modulus E=190 GPa. Yield Stress Ys = 210 MPa, Ultimate stress UTS = 400 MPa. Questions: -Calculate the reactions at supports A and XA- YA 3. Calculate the allowable stresses o,wable in compression and in ension * Jallowable in Tension = Jallowable in Compression = Calculate the internal forces in all bars d indicate whether the bar are in sion or compressior s). Internal Force Tension or [kN] compression

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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