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^3. Determine the dead load in kN per meter length of beam and determine the maximum fiber stresses (tensile & compressive) due to the imposed dead loads. Draw the complete V&M diagrams. -wall 300 mm 120 mm slab 1.2 m 4.8 m 360 mm
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^3. Determine the dead load in kN per meter length of beam and determine the maximum fiber stresses (tensile & compressive) due to the imposed dead loads. Draw the complete V&M diagrams. -wall 300 mm 120 mm slab 1.2 m 4.8 m 360 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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^3. Determine the dead load in kN per meter length of beam and determine the maximum fiber stresses (tensile & compressive) due to the imposed dead loads. Draw the complete V&M diagrams. -wall 300 mm 120 mm slab 1.2 m 4.8 m 360 mm
Transcribed Image Text: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 thíck concrete partition wall. Unit weight
of concrete is taken to be 24 kN/m³. Determine the dead load in kN per meter length of beam. Draw the
complete V&M diagram.
wall
300 mm
120 mm
slab
1.2 m
4.8 m
360 mm
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