A rectangular fixed supported beam has the following properties. Compression steel if required shall have its centroid " d' "mm from the extreme fiber. Calculate the required steel area (mm2) at the midspan and end supports of the beam. Sketch the location of the reinforcements. Use 23.6 kN/m3 for the unit weight of the concrete. Round off your final answer in 3 decimal places. Given: width of beam, b- 330 mm depth of beam, h = 545 mm clear cover up to center of tension bars 65 mm d' = 65 mm f'c = 28 MPa fy = 415 MPа
A rectangular fixed supported beam has the following properties. Compression steel if required shall have its centroid " d' "mm from the extreme fiber. Calculate the required steel area (mm2) at the midspan and end supports of the beam. Sketch the location of the reinforcements. Use 23.6 kN/m3 for the unit weight of the concrete. Round off your final answer in 3 decimal places. Given: width of beam, b- 330 mm depth of beam, h = 545 mm clear cover up to center of tension bars 65 mm d' = 65 mm f'c = 28 MPa fy = 415 MPа
Materials Science And Engineering Properties
1st Edition
ISBN:9781111988609
Author:Charles Gilmore
Publisher:Charles Gilmore
Chapter12: Composite Materials
Section: Chapter Questions
Problem 12.7P: Estimate the transverse tensile strength of the concrete in Problem 12.6.
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Transcribed Image Text:clear cover up to center of tension bars
65
mm
d' =
65
mm
f'c =
28
MPа
fy =
415
MPa
wDL =
28
kN/m
wLL =
28
kN/m
Length of beam =
14
MIDSPAN:
Required Tension Steel Area =
mm2
Required Compression Steel Area (if needed) =
mm2
END SUPPORTS:
Required Tension Steel Area =
mm2
Required Compression Steel Area (if needed) =
mm2

Transcribed Image Text:A rectangular fixed supported beam has the following properties. Compression steel if
required shall have its centroid "d' " mm from the extreme fiber. Calculate the
required steel area (mm²) at the midspan and end supports of the beam. Sketch the
location of the reinforcements. Use 23.6 kN/m3 for the unit weight of the concrete.
Round off your final answer in 3 decimal places.
w
Given:
width of beam, b
330
mm
depth of beam, h =
545
mm
clear cover up to center of tension bars = 65
mm
d' =
65
mm
f'c =
28
MPa
fy =
415
MPa
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