3. Determine the Euler buckling load ( Pe) for an axially loaded W14×12 shown in the follow figure. The column has pinned end and fixed end. Assume A36 steel with a proportional limit of 34 ksi. The column length is 12 ft. (A= 6.49in.? , r, = 1.04in. , I, = 7.00in.“ , E = 29000 )

3. Determine the Euler buckling load ( Pe) for an axially loaded W14×12 shown in the follow figure. The column has pinned end and fixed end. Assume A36 steel with a proportional limit of 34 ksi. The column length is 12 ft. (A= 6.49in.? , r, = 1.04in. , I, = 7.00in.“ , E = 29000 )

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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Concept explainers

Introduction to Steel Design

The area of steel design is majorly concerned with the structural engineering domain, which is a specialization of civil engineering. Steel design is often known as structural steel design, whose primary concern is to design steel structures. The primary structure involves the designing and construction of frames using structural steel as the material. Residential buildings, houses, bridges, complexes, tall buildings, industrial warehouses, aircraft frames, frames of ships, and stadiums are some of the examples of structures that use steel framing.

Question

3. Determine the Euler buckling load ( Pe) for an axially loaded W14×12 shown in
the follow figure. The column has pinned end and fixed end. Assume A36 steel with a
proportional limit of 34 ksi. The column length is 12 ft.
(A=6.49in. , r, =1.04in. , I , = 7.00in.* , E = 29000 )
1,
The column has pinned ends.

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