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Lecturer. Mohammed Abdul-Jabbar Hassan. Reinforced concrete for third stage of Civil Engineering. EX3: For the beam shown in the figure below. Find maximum allowable live load(P)that the beam can carry(in addition to its own weight)causing un cracking of the beam, As-4000mm2. Effective cover =75mm Use fc' = 25 Mpa, fy = 400Mpa. %3D %3D P. P. h. Sootts d= 500mm 300mm

Lecturer. Mohammed Abdul-Jabbar Hassan. Reinforced concrete for third stage of Civil Engineering. EX3: For the beam shown in the figure below. Find maximum allowable live load(P)that the beam can carry(in addition to its own weight)causing un cracking of the beam, As-4000mm2. Effective cover =75mm Use fc' = 25 Mpa, fy = 400Mpa. %3D %3D P. P. h. Sootts d= 500mm 300mm

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Reinforced concrete for third stage of Civil Engineering. Lecturer. Mohammed Abdul-Jabbar Hassan. EX3: For the beam shown in the figure below. Find maximum allowable live load(P)that the beam can carry(in addition to its own weight)causing un cracking of the beam, As=4000mm2. Effective cover =75mm Use fc' = 25 Mpa, fy = 400Mpa. P h. Soot7s d%3D 500mm Kam 3m- 200mm LT
Transcribed Image Text:Reinforced concrete for third stage of Civil Engineering. Lecturer. Mohammed Abdul-Jabbar Hassan. EX3: For the beam shown in the figure below. Find maximum allowable live load(P)that the beam can carry(in addition to its own weight)causing un cracking of the beam, As=4000mm2. Effective cover =75mm Use fc' = 25 Mpa, fy = 400Mpa. P h. Soot7s d%3D 500mm Kam 3m- 200mm LT
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