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From the frame loaded as shown. Solve the following if P = 15 Use Cantilever Method. 2P kips 2P kips-> E A lo P kips -30 ft- B C +20 ft a. Axial force at column IE. [Select] M J W F P b. Shear force at girder IJ. [Select] h. Moment at column A. c. End moment at girder IJ. [Select] d. Axial force at column EA. [Select] e. Shear force at girder EF. [ 20 ft- [Select] g. End moment at girder EF. [Select] [Select] N K X D 30 ft· H R < T 16 ft 16 ft 16 ft

From the frame loaded as shown. Solve the following if P = 15 Use Cantilever Method. 2P kips 2P kips-> E A lo P kips -30 ft- B C +20 ft a. Axial force at column IE. [Select] M J W F P b. Shear force at girder IJ. [Select] h. Moment at column A. c. End moment at girder IJ. [Select] d. Axial force at column EA. [Select] e. Shear force at girder EF. [ 20 ft- [Select] g. End moment at girder EF. [Select] [Select] N K X D 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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From the frame loaded as shown. Solve the following if P = 15 Use Cantilever Method. 2P kips 2P kips- E ACCE P kips Z S -30 ft- M J W F BANK b. Shear force at girder IJ. [ a. Axial force at column IE. [Select] [Select] c. End moment at girder IJ. [Select] a d. Axial force at column EA. [Select] e. Shear force at girder EF. [Select] C 20 ft- h. Moment at column A. [Select] g. End moment at girder EF. [Select] N K X G b U -30 ft H R < < T 16 ft DE < 16 ft 16 ft
Transcribed Image Text:From the frame loaded as shown. Solve the following if P = 15 Use Cantilever Method. 2P kips 2P kips- E ACCE P kips Z S -30 ft- M J W F BANK b. Shear force at girder IJ. [ a. Axial force at column IE. [Select] [Select] c. End moment at girder IJ. [Select] a d. Axial force at column EA. [Select] e. Shear force at girder EF. [Select] C 20 ft- h. Moment at column A. [Select] g. End moment at girder EF. [Select] N K X G b U -30 ft H R < < T 16 ft DE < 16 ft 16 ft
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