Structural Steel Design (6th Edition)
Structural Steel Design (6th Edition)
6th Edition
ISBN: 9780134589657
Author: Jack C. McCormac, Stephen F. Csernak
Publisher: PEARSON
Question
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Chapter 7, Problem 7.3PFS

a)

To determine

The available column strength for column AB using both the LRFD and the ASD method

b)

To determine

The available column strength for column AB for inelastic behaviour using both the LRFD and the ASD method

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Column ABC has a uniform rectangular cross-section with b = 12 mm and d = 22 mm. The midpoint C of the column is braced so that it cannot move in the y-direction. Using Euler's formula and knowing that a factor of safety of 3.3 is required, determine the largest allowable centric load Pall that can be applied. Use E = 200 GPa, and assume L = 800 mm.
A rectangular beam has b = 300 mm and d = 580 mm. The beam is subjected to service dead load shear of 126 kN and live load shear of 138 kN at critical section. Use f'c = 21 MPa and fyt = 275 MPa. Determine the required spacing of 10 mm vertical U-stirrups.
The W10 x 22 wide flange shape steel column AB is pinned on one end and fixed on the other end.Use E = 29,000 ksi, and assume L = 40 ft. Using Euler’s formula and a factor of safety of F.S. = 2.2,determine the largest allowable centric load Pall that can be applied to this column. [Neglect the tension in the cables].
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