1-59.The bars of the truss each have a cross-sectional area Df1.25 in?. If the maximum average normal stress in any bar is not to exceed 20 ksi, determine the maximum magnitude P of the loads that can be applied to the truss. В 3 ft A E D 4 ft 4 ft 0.75 P Р.

1-59.The bars of the truss each have a cross-sectional area Df1.25 in?. If the maximum average normal stress in any bar is not to exceed 20 ksi, determine the maximum magnitude P of the loads that can be applied to the truss. В 3 ft A E D 4 ft 4 ft 0.75 P Р.

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

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.

Question

1-59. The bars of the truss each have a cross-sectional area
of 1.25 in?. If the maximum average normal stress in any
bar is not to exceed 20 ksi, determine the maximum
magnitude P of the loads that can be applied to the truss.
B
3 ft
A
E
D
4 ft
4 ft-
0.75 P
P.

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