Structural Steel Design (6th Edition)
Structural Steel Design (6th Edition)
6th Edition
ISBN: 9780134589657
Author: Jack C. McCormac, Stephen F. Csernak
Publisher: PEARSON
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Chapter 5, Problem 5.10PFS
To determine

(a)

The values of ϕPn and PnΩ for LRFD and ASD for given column section W10×30.

To determine

(b)

The values of ϕPn and PnΩ for the member, HP8×36.

To determine

(c)

The values of ϕPn and PnΩ for HSS6×4×14.

To determine

(d)

The values of ϕPn and PnΩ for W14×90.

To determine

(e)

The values of ϕPn and PnΩ for HSS4×0.250.

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BAL=8 mt = 13 mm-150 mm113 mmFor the steel column with both ends fixed against rotation having a tubularcross-section, determine the allowable load Pall against buckling. E=200 GPa andOy=250 MPa.
14. A short rectangular column 300 mm on one side and 400 mm on the other side.  It is reinforced with 8-20-mm-diameter (28) longitudinal bars equally distributed to the shorter sides of the column.  Use f’c = 21 MPa and fy = 415 MPa. 46.  Calculate the required spacing of 10-mm-diameter ties. s = ____ mm 47.  Calculate the nominal axial strength of the column in, Pn = _____ kN. (rounded to the nearest whole number) 48.  Calculate the maximum ultimate axial load the column can carry, Pu =  _____kN. (rounded to the nearest whole number)
A short rectangular column 300 mm on one side and 400 mm on the other side. It is reinforced with 8-20-mm-diameter (28) longhitudinal bars equally distributed to the shorte sides of the column. Use f'c = 21 MPa and fy = 415 MPa. Calculate the required spacing of 10-mm-diameter ties, s (mm). Calculate the nominal axial strength of the column, Pn (kN). Calculate the maximum ultimate axial load the column can carry, Pu (kN)
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