a. 45 mm b. 68 mm C. 57 mm d. 17 mm SITUATION 3: A beam has a width of 300 mm and has an LA effective depth of 400 mm and has a modular ratio of 9. It is reinforced by 4-28mm diameter bars. Use WSD: f'c= 20.7 MPa;fy 275 MPa 16. Find the location of the neutral axis measure from the top of the beam. a. 219.78 mm b. 173.26 mm C. 180.22 mm d. 226.74 mm 17. Compute for the moment capacity of the beam considering compression alone. a. 65.8 kN.m b. 85.6 kN.m C. 76.3 kN.m d. 95.8 kN.m 18. Compute for the moment capacity of the beam considering tension alone. a. 116.7 kN.m c. 126.3 kN.m b. 125.6 kN.m d. 115.1 kN.m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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a. 45 mm
b. 68 mm
C. 57 mm
d. 17 mm
SITUATION 3:
A beam has a width of 300 mm and has an
LA
effective depth of 400 mm and has a modular
ratio of 9. It is reinforced by 4-28mm diameter
bars. Use WSD:
f'c= 20.7 MPa;fy 275 MPa
16. Find the location of the neutral axis
measure from the top of the beam.
a. 219.78 mm
b. 173.26 mm
C. 180.22 mm
d. 226.74 mm
17. Compute for the moment capacity of the
beam considering compression alone.
a. 65.8 kN.m
b. 85.6 kN.m
C. 76.3 kN.m
d. 95.8 kN.m
18. Compute for the moment capacity of the
beam considering tension alone.
a. 116.7 kN.m
b. 125.6 kN.m
c. 126.3 kN.m
d. 115.1 kN.m
Transcribed Image Text:a. 45 mm b. 68 mm C. 57 mm d. 17 mm SITUATION 3: A beam has a width of 300 mm and has an LA effective depth of 400 mm and has a modular ratio of 9. It is reinforced by 4-28mm diameter bars. Use WSD: f'c= 20.7 MPa;fy 275 MPa 16. Find the location of the neutral axis measure from the top of the beam. a. 219.78 mm b. 173.26 mm C. 180.22 mm d. 226.74 mm 17. Compute for the moment capacity of the beam considering compression alone. a. 65.8 kN.m b. 85.6 kN.m C. 76.3 kN.m d. 95.8 kN.m 18. Compute for the moment capacity of the beam considering tension alone. a. 116.7 kN.m b. 125.6 kN.m c. 126.3 kN.m d. 115.1 kN.m
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