1. A rectangular reinforced concrete beam has the follawing properties: Beam Span, L 6 m Beam width, b = 320 mm Effective depth, d = 640 mm Concrete strength, fc 25 Mpa Reinforcing steel strength, fy 200 MPa a. Compute the (Vanominal shear strength provided by the concrete. b. Compute the (V.) shear capacity of stirrups if it carries a Vu 200 KN at critical point c. Compute the spacing of stirrups using 10 mm diameter rebar
1. A rectangular reinforced concrete beam has the follawing properties: Beam Span, L 6 m Beam width, b = 320 mm Effective depth, d = 640 mm Concrete strength, fc 25 Mpa Reinforcing steel strength, fy 200 MPa a. Compute the (Vanominal shear strength provided by the concrete. b. Compute the (V.) shear capacity of stirrups if it carries a Vu 200 KN at critical point c. Compute the spacing of stirrups using 10 mm diameter rebar
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![1. A rectangular reinforced concrete beam has the follawing properties:
Beam Span, L 6 m
Beam width, b = 320 mm
Effective depth, d = 640 mm
Concrete strength, fc 25 Mpa
Reinforcing steel strength, fy 200 MPa
a. Compute the (Vanominal shear strength provided by the concrete.
b. Compute the (V.) shear capacity of stirrups if it carries a Vu = 200 KN at critical point
c. Compute the spacing of stirrups using 10 mm diameter rebar](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe230d89c-f3c9-45ef-8338-919ecaae95b0%2Fd42abe2f-679b-46cc-bdff-56b3e0158e1a%2Fmsvbk2a_processed.jpeg&w=3840&q=75)
Transcribed Image Text:1. A rectangular reinforced concrete beam has the follawing properties:
Beam Span, L 6 m
Beam width, b = 320 mm
Effective depth, d = 640 mm
Concrete strength, fc 25 Mpa
Reinforcing steel strength, fy 200 MPa
a. Compute the (Vanominal shear strength provided by the concrete.
b. Compute the (V.) shear capacity of stirrups if it carries a Vu = 200 KN at critical point
c. Compute the spacing of stirrups using 10 mm diameter rebar
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