3 kPa. Using f'c = 21 MPa, long bar fy = 415 MPa, calcu. Factored uniform load on a typical interior beam in k 1.2 for dead load and 1.6 for live load. A. B. 18.68 17.35 C. D. 22.48 25.78 monolithic constr Using a T-beam geometry formed from effective flange width of a typical interior beam in

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Situation 5. A floor slab 100 mm thick is cast monolithically with beams 300 mm wide
500 mm deep spaced 1.5 m on centers, on simple supports over a span of 6.0 m. The
floor supports a superimposed service dead load of 1.77 kPa and service live load of
4.8 kPa. Using f'c 21 MPa, long bar fy = 415 MPa, calculate:
12.
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.
A.
18.68
B. 17.35
A. 1,800
B. 1,500
C.
D.
13. Using a T-beam geometry formed from monolithic construction, determine the
effective flange width of a typical interior beam in mm.
22.48
25.78
A. 495
B. 560
C. 1,200
D. 1,900
14. Using a T-beam geometry, determine the required area in mm² of 16-mm-dia.
flexure bars for maximum ultimate bending.
C.
D.
620
448
Transcribed Image Text:Situation 5. A floor slab 100 mm thick is cast monolithically with beams 300 mm wide 500 mm deep spaced 1.5 m on centers, on simple supports over a span of 6.0 m. The floor supports a superimposed service dead load of 1.77 kPa and service live load of 4.8 kPa. Using f'c 21 MPa, long bar fy = 415 MPa, calculate: 12. 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. A. 18.68 B. 17.35 A. 1,800 B. 1,500 C. D. 13. Using a T-beam geometry formed from monolithic construction, determine the effective flange width of a typical interior beam in mm. 22.48 25.78 A. 495 B. 560 C. 1,200 D. 1,900 14. Using a T-beam geometry, determine the required area in mm² of 16-mm-dia. flexure bars for maximum ultimate bending. C. D. 620 448
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