Problem 3) Consider the Figure 3 – C, an overhanging beam carries two uniformly distributed loads 12 kN/m and 6 kN/m and a concentrated load Pc = 2.5 kN. Determine the following: a) The moment of inertia about the neutral axis
Problem 3) Consider the Figure 3 – C, an overhanging beam carries two uniformly distributed loads 12 kN/m and 6 kN/m and a concentrated load Pc = 2.5 kN. Determine the following: a) The moment of inertia about the neutral axis
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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Problem 3) Consider the Figure 3 – C, an overhanging beam carries two uniformly distributed loads
12 kN/m and 6 kN/m and a concentrated load Pc = 2.5 kN. Determine the following:
a) The moment of inertia about the neutral axis
Transcribed Image Text:Problem 3) Consider the Figure 3-C, an overhanging beam carries two uniformly distributed loads
12 kN/m and 6 kN/m and a concentrated load Pc = 2.5 kN. Determine the following:
a) The moment of inertia about the neutral axis
b) Draw the shear and moment diagrams.
c) The shearing stress due to maximum shear (V) in the beam.
d) The shearing stress 25 mm from the top surface of the beam at a section 3 meters to the right of
support B.
12 kN/m
2m
1m
Pc = 2.5 kN
C
6 kN/m
-4m
Figure 3-C
D₁
2m
E
125 mm
50 mm
50 mm
-200 mm-
beam's cross-section
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