Example 3: The beam shown below has a cross section of channel shape with width b-300 mm and height h=80 mm, the web thickness is t=12 mm. Determine the maximum tensile and compressive stresses in the beam due to uniform load. 300mm 3.2 KN / m 80 mm -12mm B 3m 1.5 m

Example 3: The beam shown below has a cross section of channel shape with width b-300 mm and height h=80 mm, the web thickness is t=12 mm. Determine the maximum tensile and compressive stresses in the beam due to uniform load. 300mm 3.2 KN / m 80 mm -12mm B 3m 1.5 m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

Wed 20 Apr
45%
Stresses in Beams part 5 thi qar (5 of 6)
Second Class
Lecturer: Dr. Ali Al Asadi
Example 3: The beam shown below has a cross section of channel shape with width b=300 mm
and height h=80 mm, the web thickness is t=12 mm. Determine the maximum tensile and
compressive stresses in the beam due to uniform load.
300mm
3.2 KN / m
80 mm
-12 mm
3 m
1.5 m
14.4 KN
EM, =0
B,x3-14.4x2.25=0
B=10.8 KN
B
F = 0
A
A,+10.8-14.4=0

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