1. The cantilever beam in Figure 1 is fixed at A, and is loaded with a distributed load from A to B and a concentrated moment at C. Use the GRAPHICAL METHOD to plot the shear force and bending moment diagrams for the entire length of the beam. Label values at all key locations on the plots (at changes in loads, maxima, minima, and zeroes). Annotate your diagrams to explain how they were drawn (e.g. "AQAB = (-12 kN/m)(1 m) = -12 kN" and "(dQ/dx)AB =-12 kN/m"). 12 kN/m 5 kNm В C 1 m 0.5 m 0.5 m Figure 1.
1. The cantilever beam in Figure 1 is fixed at A, and is loaded with a distributed load from A to B and a concentrated moment at C. Use the GRAPHICAL METHOD to plot the shear force and bending moment diagrams for the entire length of the beam. Label values at all key locations on the plots (at changes in loads, maxima, minima, and zeroes). Annotate your diagrams to explain how they were drawn (e.g. "AQAB = (-12 kN/m)(1 m) = -12 kN" and "(dQ/dx)AB =-12 kN/m"). 12 kN/m 5 kNm В C 1 m 0.5 m 0.5 m Figure 1.
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter6: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...
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Transcribed Image Text:1. The cantilever beam in Figure 1 is fixed at A, and is loaded with a distributed load from A
to B and a concentrated moment at C.
Use the GRAPHICAL METHOD to plot the shear force and bending moment diagrams for the
entire length of the beam. Label values at all key locations on the plots (at changes in loads,
maxima, minima, and zeroes).
Annotate your diagrams to explain how they were drawn (e.g. “AQAB = (-12 kN/m)(1 m) =
-12 kN" and "(dQ/dx)AB =-12 kN/m").
12 kN/m
5 kNm
В
D
1 m
0.5 m
0.5 m
Figure 1.
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