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Q.3 (a) A steel SHORT column of hollow section carries two compressive loads, P1 of 600 kN and P2 of 700 kN as shown in Figure Q.3a. ) Determine the sectional area and moment of inertia about the axes (i.e. L, and I,). (ii) Determine the stresses at the four corners A, B, C & D. Y 15 15 P2=700kN X- P1=600KN 700 Y (All dimension in mm) Fieur 15 15

Q.3 (a) A steel SHORT column of hollow section carries two compressive loads, P1 of 600 kN and P2 of 700 kN as shown in Figure Q.3a. ) Determine the sectional area and moment of inertia about the axes (i.e. L, and I,). (ii) Determine the stresses at the four corners A, B, C & D. Y 15 15 P2=700kN X- P1=600KN 700 Y (All dimension in mm) Fieur 15 15

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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Q.3 (a) A steel SHORT column of hollow section carries two compressive loads, P1 of 600 kN and P2 of 700 kN as shown in Figure Q.3a. (i) Determine the sectional area and moment of inertia about the axes (i.e. In and Iyy). (ii) Determine the stresses at the four corners A, B, C & D. 15 LIL 15 B P2=700kN P1=600KN 700 Y (All dimension in mm) Figure Q.3a 15 -
Transcribed Image Text:Q.3 (a) A steel SHORT column of hollow section carries two compressive loads, P1 of 600 kN and P2 of 700 kN as shown in Figure Q.3a. (i) Determine the sectional area and moment of inertia about the axes (i.e. In and Iyy). (ii) Determine the stresses at the four corners A, B, C & D. 15 LIL 15 B P2=700kN P1=600KN 700 Y (All dimension in mm) Figure Q.3a 15 -
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