1. The details of the cantilever beam are shown below. Use f'c = 28 MPa, fy = 415 MPa, and fyt = 275 MPa. Pu 10Z mm - 4@50 -- 4@100- rest @ 175 2-ф32 $12 2-020 400 mm - 2Y mm - BSECTION 1525 mm ACANTILEVER BEAM ELEVATION Notes: All dimensions are in millimeters. Column reinforcement not shown for clarity Column and beam are neither exposed to weather nor contact with the ground. Analyze as singly reinforce beam only. Neglect the weight of the beam. Concrete is normal weight and reinforcements are galvanized.
1. The details of the cantilever beam are shown below. Use f'c = 28 MPa, fy = 415 MPa, and fyt = 275 MPa. Pu 10Z mm - 4@50 -- 4@100- rest @ 175 2-ф32 $12 2-020 400 mm - 2Y mm - BSECTION 1525 mm ACANTILEVER BEAM ELEVATION Notes: All dimensions are in millimeters. Column reinforcement not shown for clarity Column and beam are neither exposed to weather nor contact with the ground. Analyze as singly reinforce beam only. Neglect the weight of the beam. Concrete is normal weight and reinforcements are galvanized.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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