For the beams below, draw the shear and bending moment diagrams using both methodof sections and area method. Determine the absolute maximum values of the shear andbending moment and indicate the degree of each curve. For problems 2 and 3, note thatthere are internal hinges at C and B, respectively.Problem 1Problem 250 kN50 kN40 kN/m50 Ib+ 20 KN/m|25 Ib/ft15 Ib/ftF200 KN-m-10 ft-s ft5ft10 ft-5 ft100 KN

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For the beams below, draw the shear and be of sections and area method. Determine the bending moment and indicate the degree o there are internal hinges at C and B, respect Problem 1 50 kN 50 kN 40 kNm 20 KN/m 200 kN-m DE 100 KN

For the beams below, draw the shear and be of sections and area method. Determine the bending moment and indicate the degree o there are internal hinges at C and B, respect Problem 1 50 kN 50 kN 40 kNm 20 KN/m 200 kN-m DE 100 KN

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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Question

For the beams below, draw the shear and bending moment diagrams using both method
of sections and area method. Determine the absolute maximum values of the shear and
bending moment and indicate the degree of each curve. For problems 2 and 3, note that
there are internal hinges at C and B, respectively.
Problem 1
Problem 2
50 kN
50 kN
40 kN/m
50 Ib
+ 20 KN/m
|25 Ib/ft
15 Ib/ft
F
200 KN-m
-10 ft-
s ft5ft
10 ft-
5 ft
100 KN

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