A column, pinned at top and bottom, is made up of two C 10 x 25 steel shapes (see figure) that act together. Gap- 26 ft. Note that distance d is measured between the centroids of the two C sha ve this problem using the assumptions of ideal, Assume that E = 30,000 ksi and L slender, prismatic, and linearly elastic columns (Euler buckling).) (a) Find the buckling load (in kips) if the gap is zero. 37.3 kips (b) Find required separation distance d (in inches) so that the buckling load is the same in y and z directions. 6.92 in.

A column, pinned at top and bottom, is made up of two C 10 x 25 steel shapes (see figure) that act together. Gap- 26 ft. Note that distance d is measured between the centroids of the two C sha ve this problem using the assumptions of ideal, Assume that E = 30,000 ksi and L slender, prismatic, and linearly elastic columns (Euler buckling).) (a) Find the buckling load (in kips) if the gap is zero. 37.3 kips (b) Find required separation distance d (in inches) so that the buckling load is the same in y and z directions. 6.92 in.

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Concept explainers

Axial Load

When a bar of the uniform cross-section is acted by a load, such that the load acts along the longitudinal axis of the bar, such kinds of loadings are known as axial loadings. In general terms, a load is an external force acting on a component. An axial load acts perpendicular to the geometric cross-section of the component. Based on the direction of the application of the load, an axial load can be tensile or compressive. The analysis of bodies under the action of axial loads is generally studied under the branch of mechanics, known as statics.

Question

A column, pinned at top and bottom, is made up of two C 10 x 25 steel shapes (see figure) that act together.
Gap-
26 ft. Note that distance d is measured between the centroids of the two C sha
ve this problem using the assumptions of ideal,
Assume that E = 30,000 ksi and L
slender, prismatic, and linearly elastic columns (Euler buckling).)
(a) Find the buckling load (in kips) if the gap is zero.
37.3 kips
(b) Find required separation distance d (in inches) so that the buckling load is the same in y and z directions.
6.92 in.

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