For the beams of problems 6.2-6.16, draw the shear force and bending moment diagrams and find the maximum shear force, maximum bending moment and point(s) of contraflexure (PCF). 6.95 kN2 kN3 kN4 kN25 kN/m25 kN/m10 kN/m2 m2 m2m1 m1 mFigure 6.38(R, = 69,6 kN; R = 60,4 kN; Vmax = 44,6 kN, B; Mmax = -30 kN.m, B;PCF 1,75 m from F and 2,90 m from AJ

given overhanging beam as shown below

Answered: For the beams of problems 6.2-6.16,…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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For the beams of problems 6.2-6.16, draw the shear force and bending moment
diagrams and find the maximum shear force, maximum bending moment and
point(s) of contraflexure (PCF).

6.9
5 kN
2 kN
3 kN
4 kN
25 kN/m
25 kN/m
10 kN/m
2 m
2 m
2m
1 m
1 m
Figure 6.38
(R, = 69,6 kN; R = 60,4 kN; Vmax = 44,6 kN, B; Mmax = -30 kN.m, B;
PCF 1,75 m from F and 2,90 m from AJ

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