1. Draw shear-force and bending-moment diagrams for the beam shown in figure FBD is provided in figure (b). 20 KN (a) (b) A 20 KN -0.9 m A MECH 340 HW6 A M B + B 1.8 m 2m 20 kN/m 3 m -1.8 m D 2. Draw shear-force and bending-moment diagrams for the beam shown in figure FBD is provided in figure (b). R = 20(1.8) = 36 kN 120 KN -0.9 m-C₂ = 56 kN B B 80 kN/m C im- 80 KN 0.5 m Mc 86.4 kN-m C -- 280 kN • m 0.5 m MC- Cy - 200 KN

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter4: Shear Forces And Bending Moments
Section: Chapter Questions
Problem 4.3.8P: At a full d raw, an archer applies a pull of 130 N to the bowstring of the bow shown in the figure....
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Just #2 please, teacher never showed us Shear force or bending moment diagrams with this type of FBD

1. Draw shear-force and bending-moment diagrams for the beam shown in figure (a).
FBD is provided in figure (b).
20 KN
(a)
(b)
20 kN
A
MECH 340 HW6
-0.9 m-
A
B
B
1.8 m
20 kN/m
3 m
D
1.8 m
D
(a)
R = 20(1.8) = 36 kN
2. Draw shear-force and bending-moment diagrams for the beam shown in figure (a).
FBD is provided in figure (b).
120 kN
0.9 m-
1
B
B
Cy = 56 kN
80 kN/m
Mc = 86.4 kN-m
80 kN
0.5 m
(b)
MC=
-= 280 kN • m
0.5 m
C₂ - 200 KN
Transcribed Image Text:1. Draw shear-force and bending-moment diagrams for the beam shown in figure (a). FBD is provided in figure (b). 20 KN (a) (b) 20 kN A MECH 340 HW6 -0.9 m- A B B 1.8 m 20 kN/m 3 m D 1.8 m D (a) R = 20(1.8) = 36 kN 2. Draw shear-force and bending-moment diagrams for the beam shown in figure (a). FBD is provided in figure (b). 120 kN 0.9 m- 1 B B Cy = 56 kN 80 kN/m Mc = 86.4 kN-m 80 kN 0.5 m (b) MC= -= 280 kN • m 0.5 m C₂ - 200 KN
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