PROBLEM: Determine the instantaneous deflection (dead load only, live load only, and dead + live load) of the beam. The beam is simply supported with a length of 6.5 m. Take fc' = 28 MPa, fy = 414 MPa, n = 9, uniformly distributed dead load is 13 kN/m, and uniformly distributed live load is 9 kN/m. a) For Beam “A" 250 mm 350 mm d' 50 mm As 4 - 25 mm diameter

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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PROBLEM: Determine the instantaneous deflection (dead load only, live load only, and dead + live
load) of the beam. The beam is simply supported with a length of 6.5 m. Take fc' = 28 MPa, fy = 414
MPa, n = 9, uniformly distributed dead load is 13 kN/m, and uniformly distributed live load is 9 kN/m.
a) For Beam “A"
b
250 mm
d.
350 mm
d'
50 mm
As
4 – 25 mm diameter
b) For Beam “B"
250 mm
d.
550 mm
d'
50 mm
As
4 - 25 mm diameter
Transcribed Image Text:PROBLEM: Determine the instantaneous deflection (dead load only, live load only, and dead + live load) of the beam. The beam is simply supported with a length of 6.5 m. Take fc' = 28 MPa, fy = 414 MPa, n = 9, uniformly distributed dead load is 13 kN/m, and uniformly distributed live load is 9 kN/m. a) For Beam “A" b 250 mm d. 350 mm d' 50 mm As 4 – 25 mm diameter b) For Beam “B" 250 mm d. 550 mm d' 50 mm As 4 - 25 mm diameter
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