A simply supported rectangular beam of length L has a width of b and an effective depth of d. Compression steel bars are placed at a distance d' from the extreme concrete compressive fiber. The beam supports service dead loads of wD and wl, respectively. Use fc'= 28 MPa and fy = 420 MPa. For the reinforcements, use 4 20 mm tension steel bars and 4 10 mm compression steel bars. b= 390 mm d= 615 mm d'= 165 mm L= 5.85 m Wd= 27.79 kN/m WI= 32. 25 KN/m Questions 1. Calculate the height of the neutral axis measured from the extreme compression fiber. 2. Calculate the strength reduction factor for the given beam. B. Calculate the design moment for the given beam.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A simply supported rectangular beam of length L has a width of b and an effective depth of d.
Compression steel bars are placed at a distance d' from the extreme concrete compressive fiber. The
beam supports service dead loads of wD and wl, respectively. Use fc'= 28 MPa and fy = 420 MPa.
For the reinforcements,
use 4 20 mm tension steel bars and 4 10 mm compression steel bars.
b= 390 mm
d= 615 mm
d'= 165 mm
L= 5.85 m
Wd= 27.79 kN/m
WI= 32. 25 KN/m
Questions
1. Calculate the height of the neutral axis measured from the extreme compression fiber.
2. Calculate the strength reduction factor for the given beam.
B. Calculate the design moment for the given beam.
Transcribed Image Text:A simply supported rectangular beam of length L has a width of b and an effective depth of d. Compression steel bars are placed at a distance d' from the extreme concrete compressive fiber. The beam supports service dead loads of wD and wl, respectively. Use fc'= 28 MPa and fy = 420 MPa. For the reinforcements, use 4 20 mm tension steel bars and 4 10 mm compression steel bars. b= 390 mm d= 615 mm d'= 165 mm L= 5.85 m Wd= 27.79 kN/m WI= 32. 25 KN/m Questions 1. Calculate the height of the neutral axis measured from the extreme compression fiber. 2. Calculate the strength reduction factor for the given beam. B. Calculate the design moment for the given beam.
Expert Solution
Step 1

Given:

fc = 28 MPa

fy = 420 MPa

b = 390 mm

d = 615 mm

d' = 165 mm

L = 5.85 mm

Wd = 27.79 kN/m

Wl = 32.25 kN/m

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