s carrying a total dead load of 64 kN/m and superimposed live load of 104 kN/m all over the span of 6.0 m. The beam is restrained. The concrete to be used has strength of 28 MPa. The main reinforcement has yield strength of 420 MPa. Use steel cover of 75 mm. Using USD, a. Determine the design moment that the beam will carry at the support. b. Determine the required steel area. c. Determine the number of 20 mm diame
s carrying a total dead load of 64 kN/m and superimposed live load of 104 kN/m all over the span of 6.0 m. The beam is restrained. The concrete to be used has strength of 28 MPa. The main reinforcement has yield strength of 420 MPa. Use steel cover of 75 mm. Using USD, a. Determine the design moment that the beam will carry at the support. b. Determine the required steel area. c. Determine the number of 20 mm diame
Chapter2: Loads On Structures
Section: Chapter Questions
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A 400mm x 600mm beam is carrying a total dead load of 64 kN/m and superimposed live load of 104 kN/m all over the span of 6.0 m. The beam is restrained. The concrete to be used has strength of 28 MPa. The main reinforcement has yield strength of 420 MPa. Use steel cover of 75 mm. Using USD,
a. Determine the design moment that the beam will carry at the support.
b. Determine the required steel area.
c. Determine the number of 20 mm diameter bars in tension and compression
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