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2. (a) Write the mathematical formulation of the following beam-column, which is subjected to an axially applied compressive load P, a concentrated moment M at the left end, and a triangularly distributed load (whose intensity is Wo at the left end). (b) write its general solution (including complementary functions and a particular solution). But obtaining constants C₁, C2, C3 and C4 using boundary conditions is not required.

2. (a) Write the mathematical formulation of the following beam-column, which is subjected to an axially applied compressive load P, a concentrated moment M at the left end, and a triangularly distributed load (whose intensity is Wo at the left end). (b) write its general solution (including complementary functions and a particular solution). But obtaining constants C₁, C2, C3 and C4 using boundary conditions is not required.

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. (a) Write the mathematical formulation of the following beam-column, which is subjected to an axially applied compressive load P, a concentrated moment MA at the left end, and a triangularly distributed load (whose intensity is Wo at the left end). (b) write its general solution (including complementary functions and a particular solution). But obtaining constants C₁, C2, C3 and C4 using boundary conditions is not required. МА y Wo X L P
Transcribed Image Text:2. (a) Write the mathematical formulation of the following beam-column, which is subjected to an axially applied compressive load P, a concentrated moment MA at the left end, and a triangularly distributed load (whose intensity is Wo at the left end). (b) write its general solution (including complementary functions and a particular solution). But obtaining constants C₁, C2, C3 and C4 using boundary conditions is not required. МА y Wo X L P
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