frame 4 From the frame loaded as shown. Solve the following if P = 15Use Cantilever Method.2P kips2P kips-EACCEP kipsZS-30 ft-MJWFBANKb. Shear force at girder IJ. [a. Axial force at column IE. [Select][Select]c. End moment at girder IJ. [Select]ad. Axial force at column EA. [Select]e. Shear force at girder EF. [Select]C20 ft-h. Moment at column A. [Select]g. End moment at girder EF. [Select]NKXGbU-30 ftHR<<T16 ftDE<16 ft16 ft

Answered: Image /qna-images/answer/f7e0cfa7-1c58-4c2a-ad81-a0608e5c9bc6.jpg

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Draw sfd and bmd
given the first Image, How would I draw the following sections as fbds? FBD 1: lower image (members e,c,d) tension Fad, vertical reaction at c, tension Fae FBD 2: upper image (members a,b,c) tension fae, force fac, tension fad
1. Draw Isometric View of HEXAGONAL PRISM where base is of 25mm and Height 50mm
Locate the centroid x̄ of the area.
Use the sketch to answer question
Find an equation for the line below. 46 141 -2
Draw free body diagram
Draw FBD of the bar
16 +1
Use the sketch to answer question
5:48 Facebook Problem3 HW (7) / problem 3 Draw Normal force, shear force and Bending moment Diagram A 12 kips 6' В 4 kips 15' ->
PROBLEM 1 Determine the x- and y-coordinates of the centroid of the shaded area. *3 y=1+ 4 DO 1 2 PROBLEM 2 The centroid of the T-section shown is 2.5 inches above the base. What should be t 8" VIEW 00