15-20|A one-way interior slab panel, continuous on both ends, is built integrally with the beam supports. It has an unsupported span if 3.2m. and carries a total factored uniformly distributed load (including self-weight) of 11.2 KPa. Use D12mm reinforcement, fc' = 28MPA and fy=350MPA %3D 15. Based on the NSCP code provisions for solid one-way slabs, what is the required minimum thickness for the given slab? a. 320.0 mm b. 160.0 mm c. 133.3 mm d. 114.3 mm e. None of the above 16. Using the NSCP approximate moments for one way slabs, what is the design positive moment at midspan? 11.46 kN-m b. a. 10.42 kN-m 8.19 KN-m 7.17 kN-m None of the above с. d. е. 17. Using the NSCP approximate moments for one way slabs, what is the design negative moment at the interior face of the interior support? 11.46 kN-m b. a. 10.42 kN-m 8.19 KN-m C. 7.17 KN-m None of the above d. е. 18. What is the minimum steel reinforcement ratio for the given slab with fy=350MPA? a. 0.0016 b. 0.0017 C. 0.0018 d. 0.0020 e. None of the above 19. What is the maximum allowable spacing of reinforcement for the given slab if hf = 125mm? a. 250 mm b. 375 mm C. 450 mm d. 453 mm е. None of the above

15-20|A one-way interior slab panel, continuous on both ends, is built integrally with the beam supports. It has an unsupported span if 3.2m. and carries a total factored uniformly distributed load (including self-weight) of 11.2 KPa. Use D12mm reinforcement, fc' = 28MPA and fy=350MPA %3D 15. Based on the NSCP code provisions for solid one-way slabs, what is the required minimum thickness for the given slab? a. 320.0 mm b. 160.0 mm c. 133.3 mm d. 114.3 mm e. None of the above 16. Using the NSCP approximate moments for one way slabs, what is the design positive moment at midspan? 11.46 kN-m b. a. 10.42 kN-m 8.19 KN-m 7.17 kN-m None of the above с. d. е. 17. Using the NSCP approximate moments for one way slabs, what is the design negative moment at the interior face of the interior support? 11.46 kN-m b. a. 10.42 kN-m 8.19 KN-m C. 7.17 KN-m None of the above d. е. 18. What is the minimum steel reinforcement ratio for the given slab with fy=350MPA? a. 0.0016 b. 0.0017 C. 0.0018 d. 0.0020 e. None of the above 19. What is the maximum allowable spacing of reinforcement for the given slab if hf = 125mm? a. 250 mm b. 375 mm C. 450 mm d. 453 mm е. None of the above

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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