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Beam Deflection Q - 1 : Determine the deflection equation for beam supporting load shown in Figure below, also determine maximum deflection, flexural rigidity of the beam is EI. RI R 2 2 Flexural Buckling of Columns Q - 1 : A long slender column of length (L) with a constant (EI), whose ends are pinned - pinned, is compressed by a load (P). Determine the possible deflection curve of the column and the equation of critical load.

Beam Deflection Q - 1 : Determine the deflection equation for beam supporting load shown in Figure below, also determine maximum deflection, flexural rigidity of the beam is EI. RI R 2 2 Flexural Buckling of Columns Q - 1 : A long slender column of length (L) with a constant (EI), whose ends are pinned - pinned, is compressed by a load (P). Determine the possible deflection curve of the column and the equation of critical load.

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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Beam Deflection Q - 1 : Determine the deflection equation for beam supporting load shown in Figure below, also determine maximum deflection, flexural rigidity of the beam is EI. W R R 2 2 Flexural Buckling of Columns - 1: A long slender column of length (L) with a constant (El), whose ends are pinned pinned, is compressed by a load (P). Determine the possible deflection curve of the column and the equation of critical load. : A long slender column of length (L) with a constant (El), whose ends are Fixed - Fixed, is compressed by a load (P). Determine the possible deflection curve of the column and the equation of critical load. O - 3 : A long slender column of length (L) with a constant (El), whose ends are Fixed - Pinned is compressed by a load (P). Determine the possible deflection curve of the column and the equation of critical load. 4 : A long slender column of length (L) with a constant (El), whose ends are Fixed - Free is compressed by a load (P). Determine the possible deflection curve of the column and the equation of critical load.
Transcribed Image Text:Beam Deflection Q - 1 : Determine the deflection equation for beam supporting load shown in Figure below, also determine maximum deflection, flexural rigidity of the beam is EI. W R R 2 2 Flexural Buckling of Columns - 1: A long slender column of length (L) with a constant (El), whose ends are pinned pinned, is compressed by a load (P). Determine the possible deflection curve of the column and the equation of critical load. : A long slender column of length (L) with a constant (El), whose ends are Fixed - Fixed, is compressed by a load (P). Determine the possible deflection curve of the column and the equation of critical load. O - 3 : A long slender column of length (L) with a constant (El), whose ends are Fixed - Pinned is compressed by a load (P). Determine the possible deflection curve of the column and the equation of critical load. 4 : A long slender column of length (L) with a constant (El), whose ends are Fixed - Free is compressed by a load (P). Determine the possible deflection curve of the column and the equation of critical load.
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