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SITUATION A. Determine the available strength of the compression members shown. Use AISC to compute both the ff: 1. design strength for LRFD 2. allowable strength for ASD. Iex 21/11 20 ft TTTTT 2012 12 ft 8 ft € S 12 x 35 A36 A=10.2 in², rx=4.72 in, ry=0.98 in b. Iex 34 ft 777777 nut 12 ft 12 ft 10 ft M 777M 7777 MC 8 x 20 A36 A=5.87 in², rx-3.04 in, ry=0.867 in

SITUATION A. Determine the available strength of the compression members shown. Use AISC to compute both the ff: 1. design strength for LRFD 2. allowable strength for ASD. Iex 21/11 20 ft TTTTT 2012 12 ft 8 ft € S 12 x 35 A36 A=10.2 in², rx=4.72 in, ry=0.98 in b. Iex 34 ft 777777 nut 12 ft 12 ft 10 ft M 777M 7777 MC 8 x 20 A36 A=5.87 in², rx-3.04 in, ry=0.867 in

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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PLEASE ANSWER ASAP THANKS

A. DETERMINE THE AVAILABLE STRENGTH OF THE COMPRESSION MEMBERS USING AISC TO COMPUTE THE DESIGN STRENGTH FOR LRFD
B. DETERMINE THE AVAILABLE STRENGTH OF THE COMPRESSION MEMBERS USING AISC TO COMPUTE THE ALLOWABLE STRENGTH FOR ASD

SITUATION A. Determine the available strength of the compression members shown. Use AISC to compute both the ff: 1. design strength for LRFD 2. allowable strength for ASD. Iex 2010 20 ft 21121 12 ft 8 ft fim S 12 x 35 A36 A=10.2 in², rx=4.72 in, ry=0.98 in b. Iex 34 ft 777777 nutt 2010 12 ft 12 ft W 10 ft 4000 fim MC 8 x 20 A36 A=5.87 in², rx-3.04 in, ry=0.867 in
Transcribed Image Text:SITUATION A. Determine the available strength of the compression members shown. Use AISC to compute both the ff: 1. design strength for LRFD 2. allowable strength for ASD. Iex 2010 20 ft 21121 12 ft 8 ft fim S 12 x 35 A36 A=10.2 in², rx=4.72 in, ry=0.98 in b. Iex 34 ft 777777 nutt 2010 12 ft 12 ft W 10 ft 4000 fim MC 8 x 20 A36 A=5.87 in², rx-3.04 in, ry=0.867 in
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