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

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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, I, = 6x10°mm*; Ier =
%3D
wl
2. 6x10°mm*; Mer
120 kN. m; Atip
!3!
8EI
The instantaneous deflection due to dead load is
Transcribed Image Text: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, I, = 6x10°mm*; Ier = %3D wl 2. 6x10°mm*; Mer 120 kN. m; Atip !3! 8EI The instantaneous deflection due to dead load is
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