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Co PROBLEM 3 GIVEN FIND Perforated shear wall on Line B Awall Co Aph5 Co-(3-25) (Awall) 15" WALL B-1 16 OPEN B-1 WALL B-2 40" 20 40 See problem 1 for wall dimensions Walls are 15 feet high. The opening is 10 feet high. Calculate the value of Co Awall (3A + Ashe) just calculate this do not do the rest of the problem like in the example. Note that both walls are the same length.

Co PROBLEM 3 GIVEN FIND Perforated shear wall on Line B Awall Co Aph5 Co-(3-25) (Awall) 15" WALL B-1 16 OPEN B-1 WALL B-2 40" 20 40 See problem 1 for wall dimensions Walls are 15 feet high. The opening is 10 feet high. Calculate the value of Co Awall (3A + Ashe) just calculate this do not do the rest of the problem like in the example. Note that both walls are the same length.

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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LWALL_B-1 := 40"

LWALL_B-2 := 40"

LOPEN_B_1:= 20"

 

Co PROBLEM 3 GIVEN FIND Perforated shear wall on Line B Awall Co Aph5 Co-(3-25) (Awall) 15" WALL B-1 16 OPEN B-1 WALL B-2 40" 20 40 See problem 1 for wall dimensions Walls are 15 feet high. The opening is 10 feet high. Calculate the value of Co Awall (3A + Ashe) just calculate this do not do the rest of the problem like in the example. Note that both walls are the same length.
Transcribed Image Text:Co PROBLEM 3 GIVEN FIND Perforated shear wall on Line B Awall Co Aph5 Co-(3-25) (Awall) 15" WALL B-1 16 OPEN B-1 WALL B-2 40" 20 40 See problem 1 for wall dimensions Walls are 15 feet high. The opening is 10 feet high. Calculate the value of Co Awall (3A + Ashe) just calculate this do not do the rest of the problem like in the example. Note that both walls are the same length.
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