The beam shown is hinged at one end, It is supported by two steel rods of equal length of 1.5m. Before the load is applied,the beam hangs level. Use E = 200, 000MPa and a = 11.7. Neglect bending of the beam.m°CFTA=640mm?A=320mm2BCD1.2 m0.8 m12mV 54KN1. Axial load at steel rod in kN?un2. Axial stress at steel rod in MPa?3. Axial deformation of aluminum rod in mm?4. Axial deformation of steel rod in mm?5. Axial Load at aluminum rod in kN?

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The beam shown is hinged at one end. It is supported by two steel rods of equal length of 1.5m. Before the load is applied, the beam hangs level. Use E = 200, 000M Pa and a = 11.7. Neglect bending of the beam. A=640mm? A=320mm? B 1.2 m 0.8 m 12m 54KN 1. Axial load at steel rod in kN? 2. Axial stress at steel rod in MPa? 3. Axial deformation of aluminum rod in mm?

The beam shown is hinged at one end. It is supported by two steel rods of equal length of 1.5m. Before the load is applied, the beam hangs level. Use E = 200, 000M Pa and a = 11.7. Neglect bending of the beam. A=640mm? A=320mm? B 1.2 m 0.8 m 12m 54KN 1. Axial load at steel rod in kN? 2. Axial stress at steel rod in MPa? 3. Axial deformation of aluminum rod in mm?

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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