13-16 to 13-21 Refer to Figs. P13-16 to P13-21. Draw the shear force and bendingmoment diagrams for each beam. Locate the section with zero shear force(if any) and determine the moment at the section.8 kips1 kip/ftA-1 ft-B2 ftC2 ft-Dmm

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Answered: 13-16 to 13-21 Refer to Figs. P13-16 to…

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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The cantilevered W530 x 150 beam shown is subjected to a 7.5-kN force F applied by means of a welded plate at A. Determine the equivalent force-couple system at the centroid of the beam cross-section at the cantilever O. 0.58 m -5.3 m- 7280 F
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Draw AFD, SFD and BMD for the following frame, and determine the following Horizontal Reaction at A • Maximum Bending Moment Shear force at F • Bending Moment at C 50KN/m E D 6m 4m 5m 3m 50kN F 40kNm y. 7m бт A G TTTT
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P (N)=570 L1 (mm)=75 L2 (mm)=180 Eal (GPa)=74 Est (GPa)=205
The cantilevered W530 x 150 beam shown is subjected to a 7.5-kN force F applied by means of a welded plate at A. Determine the equivalent force-couple system at the centroid of the beam cross-section at the cantilever O. 0.58 m -5.3 m- 28 Answers: F = i+ i j) kN Mo = k kN-m

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13-16 to 13-21 Refer to Figs. P13-16 to P13-21. Draw the shear force and bending moment diagrams for each beam. Locate the section with zero shear force (if any) and determine the moment at the section. 8 kips 1 kip/ft A -1 ft- B 2 ft C 2 ft- D mm