From the given floor plan, the following data are given: D = 4.5 kPa (Weight of slab included) L = 3.0 kPa U = 1.2D + 1.6L Beam dimension = 300x400 mm Slab thickness = 100 mm Slab Reinf. 10 mm Ø Clear concrete cover to slab 20 mm L= 6.0 m reinforcement S = 2.6 m A b-300mm SECTION AA h-400mm 11. Determine the ultimate negative moment on the slab at the span bounded by FGJK. 12. Determine the ultimate positive moment on the slab at the span bounded by FGJK 13. Determine the maximum spacing of the 10 mm Ø bars as prescribed by design codes. 14. Determine the ultimate shear force on the slab at the span bounded by FGJK. 15. Determine the ultimate shear force on the slab at the span bounded by GHIJ.

From the given floor plan, the following data are given: D = 4.5 kPa (Weight of slab included) L = 3.0 kPa U = 1.2D + 1.6L Beam dimension = 300x400 mm Slab thickness = 100 mm Slab Reinf. 10 mm Ø Clear concrete cover to slab 20 mm L= 6.0 m reinforcement S = 2.6 m A b-300mm SECTION AA h-400mm 11. Determine the ultimate negative moment on the slab at the span bounded by FGJK. 12. Determine the ultimate positive moment on the slab at the span bounded by FGJK 13. Determine the maximum spacing of the 10 mm Ø bars as prescribed by design codes. 14. Determine the ultimate shear force on the slab at the span bounded by FGJK. 15. Determine the ultimate shear force on the slab at the span bounded by GHIJ.

Fundamentals Of Construction Estimating

4th Edition

ISBN:9781337399395

Author:Pratt, David J.

Publisher:Pratt, David J.

Chapter5: Measuring Concrete Work

Section: Chapter Questions

Problem 6RQ

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