ROBLEM 1: A reinforced concrete beam has a simple span of 8m. It carries a concentrated factored load, Pu, at midspan. The beam is reinforced with 3D25mm. It has a width of 300mm and an effective depth of 450mm. Neglecting the weight of the beam, and using the exact/detailed calculation for Vc, a. What is the ultimate shear capacity of concrete at a section 2m from the support? b. What should be the shear capacity of web reinforcement at the section 2m from the support? c. What is the maximum spacing of web reinforcement allowed by the code at the section 2m from the support if the diameter of stirrups is 12mm?
ROBLEM 1: A reinforced concrete beam has a simple span of 8m. It carries a concentrated factored load, Pu, at midspan. The beam is reinforced with 3D25mm. It has a width of 300mm and an effective depth of 450mm. Neglecting the weight of the beam, and using the exact/detailed calculation for Vc, a. What is the ultimate shear capacity of concrete at a section 2m from the support? b. What should be the shear capacity of web reinforcement at the section 2m from the support? c. What is the maximum spacing of web reinforcement allowed by the code at the section 2m from the support if the diameter of stirrups is 12mm?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:ROBLEM 1: A reinforced concrete beam has a simple span of 8m. It carries a concentrated
factored load, Pu, at midspan. The beam is reinforced with 3D25mm. It has a width of 300mm
and an effective depth of 450mm. Neglecting the weight of the beam, and using the
exact/detailed calculation for Vc,
a. What is the ultimate shear capacity of concrete at a section 2m from the support?
b. What should be the shear capacity of web reinforcement at the section 2m from the
support?
c. What is the maximum spacing of web reinforcement allowed by the code at the section
2m from the support if the diameter of stirrups is 12mm?
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