II. DESIGN OF REINFORCED ONE-WAY SLABS A slab is simply supported on all its sides. The length of the short sides, , = 4m and the length of the long sides, e, = 8m. The slab is subjected to the following loads: %3D 1. Dead Loads a. Celling and Utilities 0.5 KPa b. Topping and finishes 1.2 KPa 2. Live Loads a. Office 2.4 KPa Concrete compressive strength, f'c = 30 MPa Yield strength of steel reinforcement, fy = 350 MPa "use 20mm concrete cover *use concrete weight = 23.5 KN/m "use U= 1.2(DL) + 1.6(LL) factored load combination "for simply supported beams. M.

II. DESIGN OF REINFORCED ONE-WAY SLABS A slab is simply supported on all its sides. The length of the short sides, , = 4m and the length of the long sides, e, = 8m. The slab is subjected to the following loads: %3D 1. Dead Loads a. Celling and Utilities 0.5 KPa b. Topping and finishes 1.2 KPa 2. Live Loads a. Office 2.4 KPa Concrete compressive strength, f'c = 30 MPa Yield strength of steel reinforcement, fy = 350 MPa "use 20mm concrete cover *use concrete weight = 23.5 KN/m "use U= 1.2(DL) + 1.6(LL) factored load combination "for simply supported beams. M.

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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