A cantilever beam with doubly reinforced cross-section has a span of 3 m. the beam support unfactored dead load of 40 kN/m, including its own self-weight plus an unfactored live load of 30 kN/m. Using E = 25000 MPa , 1, = 6x10°mm*; I, = wi = 120 kN. m; Atip= %3D 2. 6x10°mm*; Mer !! 8EI The instantaneous deflection due to dead load is
A cantilever beam with doubly reinforced cross-section has a span of 3 m. the beam support unfactored dead load of 40 kN/m, including its own self-weight plus an unfactored live load of 30 kN/m. Using E = 25000 MPa , 1, = 6x10°mm*; I, = wi = 120 kN. m; Atip= %3D 2. 6x10°mm*; Mer !! 8EI The instantaneous deflection due to dead load is
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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