The reinforcement steel consists of 5 bars with each having a diameter of 13.75 mm. Take pb=0.425. a) Determine the failure type of RC rectangular beam b) Calculate the ultimate moment capacity (Mr) 429.27 mm A$₁ aaaa 202.52 mm 33.50 mm C16/S420 Yme = 1.5 Yms = 1.15

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The reinforcement steel consists of 5 bars with each having a diameter of 13.75 mm. Take pb-0.425.
a) Determine the failure type of RC rectangular beam
b) Calculate the ultimate moment capacity (Mr)
429.27 mm
A$₁
aaaa
202.52 mm
33.50 mm
C16/S420
Yme = 1.5
Yms = 1.15
Q2.
The beam given in Q1 is subjected to 23.05 kN dead load distributed over the 4.72 meter span of the beam. Live load is 7.20 times the
dead load. Determine if this beam can safely resist the moments created by the given loads.
Transcribed Image Text:The reinforcement steel consists of 5 bars with each having a diameter of 13.75 mm. Take pb-0.425. a) Determine the failure type of RC rectangular beam b) Calculate the ultimate moment capacity (Mr) 429.27 mm A$₁ aaaa 202.52 mm 33.50 mm C16/S420 Yme = 1.5 Yms = 1.15 Q2. The beam given in Q1 is subjected to 23.05 kN dead load distributed over the 4.72 meter span of the beam. Live load is 7.20 times the dead load. Determine if this beam can safely resist the moments created by the given loads.
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