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P = 35 Utilize Cantilever Method 2P kips 2P kips- End moment at girder IJ a. 247 kft.ccW b. 177 kft.ccw c. 177 kft.cw d. 106 kft.ccw e. 247 kft.cw f 106 left cu A E 10 P kips Z S 30 ft- B M J W P T N K X G CV b U 20 ft-30 ft L H R T 16 ft + 16 ft + 16 ft ㅗ DE

P = 35 Utilize Cantilever Method 2P kips 2P kips- End moment at girder IJ a. 247 kft.ccW b. 177 kft.ccw c. 177 kft.cw d. 106 kft.ccw e. 247 kft.cw f 106 left cu A E 10 P kips Z S 30 ft- B M J W P T N K X G CV b U 20 ft-30 ft L H R T 16 ft + 16 ft + 16 ft ㅗ DE

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- End moment at girder IJ a. 247 kft.ccW b. 177 kft.ccw c. 177 kft.cw d. 106 kft.ccw e. 247 kft.cw f. 106 kft.cw A E 10 P kips Z S 30 ft- B M J W P T N K X G CV b U 20 ft-30 ft L H R T 16 ft + 16 ft + 16 ft ㅗ DE
Transcribed Image Text:P = 35 Utilize Cantilever Method 2P kips 2P kips- End moment at girder IJ a. 247 kft.ccW b. 177 kft.ccw c. 177 kft.cw d. 106 kft.ccw e. 247 kft.cw f. 106 kft.cw A E 10 P kips Z S 30 ft- B M J W P T N K X G CV b U 20 ft-30 ft L H R T 16 ft + 16 ft + 16 ft ㅗ DE
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