DI01) D102) 150- 600 (NOTE: TT shows the continuity of the slab edge ) 1. Determine the design moments of each slab. (Note: You should write the sign for the positive and negative moments). Concrete : C30 • Steel: S420 • Beams : 30x60 cm • Columns:30x50 cm, 50x30 cm • Column height: 3 m • All units in the figure are given in cm • Assume that 10 kN=1 t • Thickness of the slab: 18 cm • Additional dead load : 2 kN/m? • Live load: 4 kN/m? • Unit weight of reinforced concrete: 25 kN/m • Reinforcement bar: Ø8 Rust cover for slab: 20 mm

DI01) D102) 150- 600 (NOTE: TT shows the continuity of the slab edge ) 1. Determine the design moments of each slab. (Note: You should write the sign for the positive and negative moments). Concrete : C30 • Steel: S420 • Beams : 30x60 cm • Columns:30x50 cm, 50x30 cm • Column height: 3 m • All units in the figure are given in cm • Assume that 10 kN=1 t • Thickness of the slab: 18 cm • Additional dead load : 2 kN/m? • Live load: 4 kN/m? • Unit weight of reinforced concrete: 25 kN/m • Reinforcement bar: Ø8 Rust cover for slab: 20 mm

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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