A concrete overhang beam with the section shown is to support a 150 mm thick concrete slab with a tributary width of 2.70 m. The beam also supports a 3.20 m height of 100 mm thick concrete partition wall. Unit weight of concrete is taken to be 24 kN/m. Determine the maximum fiber stresses (tensile & compressive) due to the imposed dead loads. Draw the complete V&M diagrams.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Situation 1:

A concrete overhang beam with the section shown is to support a 150 mm thick concrete slab with a tributary width of 2.70 m. The beam also supports a 3.20 m height of 100 mm thick concrete partition wall. Unit weight of concrete is taken to be 24 kN/m. Determine the maximum fiber stresses (tensile & compressive) due to the imposed dead loads. Draw the complete V&M diagrams.

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Situation 1
concrete slab
beam
J
गरेल
¦ 1.2mí 4.8m 1
cross-section of
300 MM
120
CS Scanned with CamScanner
of beam
mm
360mm
wall
+= 150 mm
Transcribed Image Text:Situation 1 concrete slab beam J गरेल ¦ 1.2mí 4.8m 1 cross-section of 300 MM 120 CS Scanned with CamScanner of beam mm 360mm wall += 150 mm
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