A floor slab 100 mm thick is cast monolithically with beams 250 mm wide 450 mm deep spaced 1.2 m on centers, on simple supports over a span of S.0 m. The floor supports a superimposed service dead load of 1.0 kPa and service live load of 2.1 kPa Using f.21 MPa, long bar f, 415 MPa, calculate the following 1. Factored uniform load on a typical interior beam in kN/m using load factors of 1.2 for dead load and 1.6 for live load. R. 11.448 Efective flange width of a typical interior beam in mm. B. 1850 A. B.928 C I1028 D. 9.960 2. A. 1,500 C 1.200 D. 1,466
A floor slab 100 mm thick is cast monolithically with beams 250 mm wide 450 mm deep spaced 1.2 m on centers, on simple supports over a span of S.0 m. The floor supports a superimposed service dead load of 1.0 kPa and service live load of 2.1 kPa Using f.21 MPa, long bar f, 415 MPa, calculate the following 1. Factored uniform load on a typical interior beam in kN/m using load factors of 1.2 for dead load and 1.6 for live load. R. 11.448 Efective flange width of a typical interior beam in mm. B. 1850 A. B.928 C I1028 D. 9.960 2. A. 1,500 C 1.200 D. 1,466
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![A floor slab 100 mm thick is cast monolithically with beams 250 mm wide 450 mm deep
spaced 1.2 m on centers, on simple supports over a span of 5.0 m. The floor supports a
superimposed service dead load of 1.0 kPa and service live load of 2.1 kPa. Usingf.-21
MPa, long bar f, = 415 MPa, calculate the following:
1.
Factored uniform load on a typical interior beam in kN/m using load factors of 12
for dead load and 1.6 for live load.
B. 11.448
Effective flange width of a typical interior beam in mm.
B. 1,850
A 8.928
C 11.028
D. 9.960
2.
A 1,500
Required amount of 16-mm-flexure bars for a typical interior beam in positive
bending Use 10-mm-dia. stirrups
C. 1,200
D. 1,466
3.
B. 246 mm
C.331 mm
D. 427 mm
A 512 mm
?](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff65dc896-6544-4925-a88d-a6c9cb8323b2%2Fa9bfb61e-8793-4395-9a55-8d81d9de4cd3%2Fgux8u3_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A floor slab 100 mm thick is cast monolithically with beams 250 mm wide 450 mm deep
spaced 1.2 m on centers, on simple supports over a span of 5.0 m. The floor supports a
superimposed service dead load of 1.0 kPa and service live load of 2.1 kPa. Usingf.-21
MPa, long bar f, = 415 MPa, calculate the following:
1.
Factored uniform load on a typical interior beam in kN/m using load factors of 12
for dead load and 1.6 for live load.
B. 11.448
Effective flange width of a typical interior beam in mm.
B. 1,850
A 8.928
C 11.028
D. 9.960
2.
A 1,500
Required amount of 16-mm-flexure bars for a typical interior beam in positive
bending Use 10-mm-dia. stirrups
C. 1,200
D. 1,466
3.
B. 246 mm
C.331 mm
D. 427 mm
A 512 mm
?
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