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Assignment 3.1-Column Design PD = 200 kips PL = 300 kips pinned Select a W14 Section of A992 Steel to carry these applied service loads 16 ft fixed 1. PD = 200 kips PL = 300 kips

Assignment 3.1-Column Design PD = 200 kips PL = 300 kips pinned Select a W14 Section of A992 Steel to carry these applied service loads 16 ft fixed 1. PD = 200 kips PL = 300 kips

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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**Assignment 3.1 — Column Design** The diagram illustrates a column with specific loads applied. The column design task involves selecting a W14 section of A992 steel to sustain the given service loads. **Details:** - The column is 16 feet in length. - The top of the column is "pinned," indicating it is free to rotate but not translate. - The bottom of the column is "fixed," suggesting it is restrained against all movement. - **Loads:** - **PD (Dead Load):** 200 kips applied at both the top and the bottom. - **PL (Live Load):** 300 kips applied at both the top and the bottom. The objective is to select an appropriate W14 steel section to carry these combined loads safely and efficiently.
Transcribed Image Text:**Assignment 3.1 — Column Design** The diagram illustrates a column with specific loads applied. The column design task involves selecting a W14 section of A992 steel to sustain the given service loads. **Details:** - The column is 16 feet in length. - The top of the column is "pinned," indicating it is free to rotate but not translate. - The bottom of the column is "fixed," suggesting it is restrained against all movement. - **Loads:** - **PD (Dead Load):** 200 kips applied at both the top and the bottom. - **PL (Live Load):** 300 kips applied at both the top and the bottom. The objective is to select an appropriate W14 steel section to carry these combined loads safely and efficiently.
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