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
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Problem 1P
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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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3e433646-ff68-4875-bda1-3895d4367c22%2F8cbf538b-da08-463b-9a1a-d3b7e73c8aee%2F1vm3e9_processed.jpeg&w=3840&q=75)
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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