7. Given a beam section b× D = 450 mm x 950 mm, M* = 1500 kNm, f=32 MPa, fy= 500 MPa and the maximum aggregate size = 20 mm. Design and detail the section. Use N28 bars for the main reinforcement and R10 bars for stirrups. Exposure clas- sification A2 applies.
7. Given a beam section b× D = 450 mm x 950 mm, M* = 1500 kNm, f=32 MPa, fy= 500 MPa and the maximum aggregate size = 20 mm. Design and detail the section. Use N28 bars for the main reinforcement and R10 bars for stirrups. Exposure clas- sification A2 applies.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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