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Design the W14 section column AB of the frame shown. Assume it is unbraced along the x axis and braced in the weak y direction. The loads on the column are dead load D = 200 kips and live load L = 600 kips. First determine the effective length factor K via nomographs. All girders (beams) are W16 × 100.

Design the W14 section column AB of the frame shown. Assume it is unbraced along the x axis and braced in the weak y direction. The loads on the column are dead load D = 200 kips and live load L = 600 kips. First determine the effective length factor K via nomographs. All girders (beams) are W16 × 100.

Structural Analysis
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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Design the W14 section column AB of the frame shown. Assume it is unbraced along the x axis and
braced in the weak y direction. The loads on the column are dead load D = 200 kips and live load L = 600
kips. First determine the effective length factor K via nomographs. All girders (beams) are W16 × 100.

D 100 k L 300k TIIT -20 ft- 200k 600k C B A -20 ft- 100k 300 k ↓ 12 ft 12 ft 12 ft
Transcribed Image Text:D 100 k L 300k TIIT -20 ft- 200k 600k C B A -20 ft- 100k 300 k ↓ 12 ft 12 ft 12 ft
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