Select the lightest available W10 section to support the axial compression dead load of 444 kN and live load of 711 kN. The effective length of the column is 4.572 m. Use LRFD. Use Fy = 345 MPa O W10X77 W10X26 O W10X60 W10X54 W10X33 O W10X30 W10X39 O W10X45 W10X49 O W10X88

Select the lightest available W10 section to support the axial compression dead load of 444 kN and live load of 711 kN. The effective length of the column is 4.572 m. Use LRFD. Use Fy = 345 MPa O W10X77 W10X26 O W10X60 W10X54 W10X33 O W10X30 W10X39 O W10X45 W10X49 O W10X88

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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Select the lightest available W10 section to support the axial compression dead
load of 444 kN and live load of 711 kN. The effective length of the column is
4.572 m. Use LRFD.
Use
Fy = 345 MPa
O W10X77
W10X26
O W10X60
W10X54
W10X33
O W10X30
W10X39
O W10X45
W10X49
O W10X88

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