Support Reactions, Shear and Moment Equations. For the last segment use the FBD of the right section, Shear and Moment Ordinates, use Relationship between the Load, Shear & Moment Diagram, Draw the Shear and Moment Diagrams, If Any, Locate the Position of the Point of Zero Shear, Point of Inflection and magnitude & location of the maximum moment.

Support Reactions, Shear and Moment Equations. For the last segment use the FBD of the right section, Shear and Moment Ordinates, use Relationship between the Load, Shear & Moment Diagram, Draw the Shear and Moment Diagrams, If Any, Locate the Position of the Point of Zero Shear, Point of Inflection and magnitude & location of the maximum moment.

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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DETERMINE THE FFG:• SUPPORT REACTIONS,• SHEAR AND MOMENT EQUATIONS. FOR THE LAST SEGMENT USETHE FBD OF THE RIGHT SECTION,• SHEAR AND MOMENT ORDINATES, USE RELATIONSHIP BETWEENTHE LOAD, SHEAR & MOMENT DIAGRAM,• DRAW THE SHEAR AND MOMENT DIAGRAMS,• IF ANY, LOCATE THE POSITION OF THE POINT OF ZERO SHEAR,POINT OF INFLECTION AND MAGNITUDE & LOCATION OF THEMAXIMUM MOMENT
Consider a frame subjected to loads as shown. Determine the reactions at the supports and draw the bending moment diagram for the following structure. (Ans : θB =6.966/EI, θC =-9.050/EI, ΔB=39.174/EI, Ax= -15.219kN, Ay=6.249kN, MAB=-36.834kNm, Dx=- 29.781kN, Dy=23.751kN, MDC=-24.625kNm )
For questions 2A and 2B, refer to the load and shear diagrams below. 2A. What is the slope of the shear diagram of the line from B to C?A.15 KN/mB.16 KN/mC.24.46 KNmD.11.26 KNmThe change in moment [KNm] of the diagram above from point A to the concentrated load is nearest toA.98B.99C.100D.101
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