3 kip/ft 2 kip/ft kips B By kips -6 ft -3 ft V Vmax- kips м Mmax- kip-ft

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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3 kip/ft
2 kip/ft
kips
B
By
kips
-6 ft
-3 ft
V
Vmax-
kips
м
Mmax-
kip-ft
Transcribed Image Text:3 kip/ft 2 kip/ft kips B By kips -6 ft -3 ft V Vmax- kips м Mmax- kip-ft
For the beam shown below provide the following:
a. The reaction forces at A (roller support) and B (pin support).
b. The shear (V) and moment (M) equations.
c. The shear (Vv) and moment (M) diagrams.
d. The maximum shear and moment for the system.
3 kip/ft
2 kip/ft
B.
6 ft
3 ft-
X=0 to 6
Shear (V) Equation:
V =
Moment (M) Equation: M=
X= 6 to 9
Shear (V) Equation:
Moment (M) Equation: M.
Transcribed Image Text:For the beam shown below provide the following: a. The reaction forces at A (roller support) and B (pin support). b. The shear (V) and moment (M) equations. c. The shear (Vv) and moment (M) diagrams. d. The maximum shear and moment for the system. 3 kip/ft 2 kip/ft B. 6 ft 3 ft- X=0 to 6 Shear (V) Equation: V = Moment (M) Equation: M= X= 6 to 9 Shear (V) Equation: Moment (M) Equation: M.
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