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).

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter11: Columns
Section: Chapter Questions
Problem 11.2.4P: Repeat Problem 11.2-3 assuming that R= 10 kN · m/rad and L = 2 m.
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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
Transcribed Image Text: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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