er fixed-ended beam is subjected to a uniform factored load of 50kN/m. The 300mm x 510mm beam (exposed to weather) is reinforced with 4-25mm diameter steel bars on the tension side only with yield strength of 345 MPa, and with transverse reinforcement of 2L-10mm diameter, with fy = 286 MPa. Determine the adequacy of the beam if its spe
er fixed-ended beam is subjected to a uniform factored load of 50kN/m. The 300mm x 510mm beam (exposed to weather) is reinforced with 4-25mm diameter steel bars on the tension side only with yield strength of 345 MPa, and with transverse reinforcement of 2L-10mm diameter, with fy = 286 MPa. Determine the adequacy of the beam if its spe
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A 6-meter fixed-ended beam is subjected to a uniform factored load of 50kN/m. The 300mm x 510mm
beam (exposed to weather) is reinforced with 4-25mm diameter steel bars on the tension side only with
yield strength of 345 MPa, and with transverse reinforcement of 2L-10mm diameter, with fy = 286 MPa.
Determine the adequacy of the beam if its specified compressive strength is 17 MPa.
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