Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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find deflection, shear at a and b
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- Draw the shear diagram for the beam. Click on "add discontinuity" to add discontinuity lines. Then click on "add segment" button to add functions between the lines. +O No elements selected 1 kip/ft V (kip) 5 4 3 2 1 0 in bo & Ń -2 0 5 15 ft 10 2 kip/ft 15 z (ft)arrow_forwardNote: Don't copy from Chegg. Kindly do it your own way.arrow_forward2 kip/ft 40 kip-fl C B 10 ft 10 ft The simply-supported beam above is made of a steel wide-flange section with the following properties: E = 29000 ksi G = 10000 ksi !3! • A = 12.6 in2 • | = 428 in Which of the following is closest to the deflection of the beam at point C? O-1.02 in -0.113 in O -0.043 in -0.719 inarrow_forward
- 1. Two members, each consisting of straight and 168-mm radius quarter-circle, are connected as shown and support a 500-N load at D. Draw the FBD of the entire frame and members ABC 168 mm 168 mm A and DBC, including dimensions. Determine the forces in member ABC. Also, calculate the force exerted by member DBC on pin C. B D 100'mm 500 NV +54 mm -252 mm -324 mm Answers: Ax = 275 N→, Ay = 390.625 N ↑, By = 600N Į, ABCX = 375N +, ABCY = 209.375 N↑; DBCX = 0, DBCY = 100 N↑ %3D %3D %3Darrow_forwardUpvote will be give. Please write the complete solutions and draw FBD. Use 2 decimal places. Determine and Draw also the shear and bending force and FBD.arrow_forwardDraw the shear force, bending moment, and deflection shape diagram. PLEASE AND THANK YOUarrow_forward
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