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3. A 18-foot long column is pinned at the bottom and fixed against rotation but free to translate at the top. It must support a service dead load of 100 kips and a service live load of 100 kips. a. Select a W12 of A992 steel. Use the column load tables. 1. Use LRFD. 2. Use ASD. b. Select a W16 of A992 steel. Use the trial-and-error approach covered in Section 4.6. 1. Use LRFD. 2. Use ASD.

3. A 18-foot long column is pinned at the bottom and fixed against rotation but free to translate at the top. It must support a service dead load of 100 kips and a service live load of 100 kips. a. Select a W12 of A992 steel. Use the column load tables. 1. Use LRFD. 2. Use ASD. b. Select a W16 of A992 steel. Use the trial-and-error approach covered in Section 4.6. 1. Use LRFD. 2. Use ASD.

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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3. A 18-foot long column is pinned at the bottom and fixed against rotation but free to translate at the top. It must support a service dead load of 100 kips and a service live load of 100 kips. a. Select a W12 of A992 steel. Use the column load tables. 1. Use LRFD. 2. Use ASD. b. Select a W16 of A992 steel. Use the trial-and-error approach covered in Section 4.6. 1. Use LRFD. 2. Use ASD.
Transcribed Image Text:3. A 18-foot long column is pinned at the bottom and fixed against rotation but free to translate at the top. It must support a service dead load of 100 kips and a service live load of 100 kips. a. Select a W12 of A992 steel. Use the column load tables. 1. Use LRFD. 2. Use ASD. b. Select a W16 of A992 steel. Use the trial-and-error approach covered in Section 4.6. 1. Use LRFD. 2. Use ASD.
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