4. What is the moment capacity of the beam? a. 400 mm b. 375 mm C. 300 mm d. 350 mm 5. Compute the steel area required for compression. a. 1744.58 mm? b. 1716.11 mm2 c. 1651.42 mm2 d. 1880.24 mm? 6. Compute the maximum steel area required.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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4. What is the moment capacity of the
beam?
b. 375 mm
а. 400 тт
С. 300 тm
d. 350 mm
5. Compute the steel area required for
compression.
a. 1744.58 mm?
b. 1716.11 mm?
c. 1651.42 mm?
d. 1880.24 mm?
6. Compute the maximum steel area
required.
Transcribed Image Text:4. What is the moment capacity of the beam? b. 375 mm а. 400 тт С. 300 тm d. 350 mm 5. Compute the steel area required for compression. a. 1744.58 mm? b. 1716.11 mm? c. 1651.42 mm? d. 1880.24 mm? 6. Compute the maximum steel area required.
SITUATIONI
A rectangular reinforced concrete
beam, 5 m long is carrying a dead
load of 18 kN/m and a live load of 35
kN/m using f'c =
415 MPa. The beam has a width of
21 MPa using fy =
300 mm and an effective depth of 400
mm. Compression reinforcement will
be placed at a depth of 60 mm from
the utmost compression concrete.
Transcribed Image Text:SITUATIONI A rectangular reinforced concrete beam, 5 m long is carrying a dead load of 18 kN/m and a live load of 35 kN/m using f'c = 415 MPa. The beam has a width of 21 MPa using fy = 300 mm and an effective depth of 400 mm. Compression reinforcement will be placed at a depth of 60 mm from the utmost compression concrete.
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