2)The reinforced concrete beam has an effective span of 10 m and carries uniformly distributed dead load (including self-weight of beam) of 6KN/m and imposed load of 8KN/m respectively. Design the bėnding reinforcement assuming the following: fcu = 30 N/mm2 fy = 500 N/mm2 Cover to main steel = 50mm Size of Beam b=250 mm D=450mm

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The reinforced concrete beam has an effective span of 10 m and carries uniformly distributed dead load (including self-weight of beam) of 6KN/m and imposed load of 8KN/m respectively. Design the bending reinforcement assuming the following: fcu = 30 N/mm2 fy = 500 N/mm2 Size of Beam b=250 mm D=450mm Cover to main steel = 50mm
 
 
 
 
2)The reinforced concrete beam has an effective span of 10 m and carries uniformly distributed dead load (including self-weight of beam) of 6KN/m and
imposed load of 8KN/m respectively. Design the bending reinforcement assuming the following:
fcu = 30 N/mm2
fy = 500 N/mm2
Size of Beam b=250 mm D=450mm
Cover to main steel = 50mm
Transcribed Image Text:2)The reinforced concrete beam has an effective span of 10 m and carries uniformly distributed dead load (including self-weight of beam) of 6KN/m and imposed load of 8KN/m respectively. Design the bending reinforcement assuming the following: fcu = 30 N/mm2 fy = 500 N/mm2 Size of Beam b=250 mm D=450mm Cover to main steel = 50mm
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