PROBLEM 2 A cantilever beam is reinforced as shown in the figure. Properties of the RC Beam are as follows: Concrete: fc=28MPA Steel: fy=415MPA Use NSCP2010 Provision Determine the following 1. Depth of Compression Block 2. Ultimate Negative Moment Capacity of the Beam 3. Actual Tensile Stress of Steel Reinforcements be1200mm t=150mm 000000 o 8-28mmo d=487.5mm 400mm bu=300mm

Structural Analysis
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Chapter2: Loads On Structures
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PROBLEM 2
A cantilever beam is reinforced as shown in the figure. Properties of the RC Beam are as
follows:
Concrete: f'c=28MPA
Steel: fy=415MPA
Use NSCP2010 Provision
Determine the following
1. Depth of Compression Block
2. Ultimate Negative Moment Capacity of the Beam
3. Actual Tensile Stress of Steel Reinforcements
bF1200mm
t=150mm
00o
8-28mmo
d=487.5mm
400mm
bw=300mm
Transcribed Image Text:PROBLEM 2 A cantilever beam is reinforced as shown in the figure. Properties of the RC Beam are as follows: Concrete: f'c=28MPA Steel: fy=415MPA Use NSCP2010 Provision Determine the following 1. Depth of Compression Block 2. Ultimate Negative Moment Capacity of the Beam 3. Actual Tensile Stress of Steel Reinforcements bF1200mm t=150mm 00o 8-28mmo d=487.5mm 400mm bw=300mm
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