For the beam in Figure below. a- Compute the immediate deflection due to total load. b- Estimate the long-term deflection assume 30 % of live load as sustained. fe'= 28 MPa, fy= 400 MPa. 10 kN/m 30 kN/m 2.5 m D.L L.L D.L= L.L= 700 mm ho bo bw bo 350 mm L 200 mm 4025 ho 250 mm -bw -

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For the beam in Figure below.
a- Compute the immediate deflection due to total load.
b- Estimate the long-term deflection assume 30 % of live load as sustained.
fc' = 28 MPa, fy= 400 MPa.
D.L
10 kN/m
www
L.L
30 kN/m
D.L=
L.L=
2.5 m
700 mm
ho
bo
bw
bo
350 mm
L
www
200 mm
4025
ho
250 mm
-bw -
d
620 mm
Transcribed Image Text:For the beam in Figure below. a- Compute the immediate deflection due to total load. b- Estimate the long-term deflection assume 30 % of live load as sustained. fc' = 28 MPa, fy= 400 MPa. D.L 10 kN/m www L.L 30 kN/m D.L= L.L= 2.5 m 700 mm ho bo bw bo 350 mm L www 200 mm 4025 ho 250 mm -bw - d 620 mm
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