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P = 35 Utilize Cantilever Method 2P kips 2P kips- Axial force at Column IE a. 7.1 kips b. 11.8 kips c. 16.5 kips d. 42.8 kips E J P kips 30 ft- B M WI P + C X G D 20 ft-30 ft- H R T 16 ft 16 ft 16 ft

P = 35 Utilize Cantilever Method 2P kips 2P kips- Axial force at Column IE a. 7.1 kips b. 11.8 kips c. 16.5 kips d. 42.8 kips E J P kips 30 ft- B M WI P + C X G D 20 ft-30 ft- H R T 16 ft 16 ft 16 ft

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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P = 35 Utilize Cantilever Method 2P kips 2P kips- Axial force at Column IE a. 7.1 kips b. 11.8 kips c. 16.5 kips d. 42.8 kips E 0 P kips Z B M १५ W F P C N K X b D -30 ft 20 ft-30 ft- L H R 1 T 16 ft 16 ft 16 ft 1
Transcribed Image Text:P = 35 Utilize Cantilever Method 2P kips 2P kips- Axial force at Column IE a. 7.1 kips b. 11.8 kips c. 16.5 kips d. 42.8 kips E 0 P kips Z B M १५ W F P C N K X b D -30 ft 20 ft-30 ft- L H R 1 T 16 ft 16 ft 16 ft 1
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