The floor shown below has a constant thickness (h) of 190 mm, and is supported by beams at each grid level, beams and slabs are cast monolithically. The slabs are continuous at internal supports. Floor finishes are 2 kN/m and the imposed load (live load) is 5 kN/m2. The characteristic strengths of the concrete and steel are f = 40 N/mm and fyk = 500 N/mm respectively. Take reinforcements cover as 35 mm. All beams are 300 mm wide. Take %3D diameter of steel bars as 10 mm. Calculate the ultimate load on the slab (n)? 6 m 6 m 6 m S1 S2 S1 4.8 m 4.8 m S3 S4 S3 4.8 m S1 S2 S1 Select one: O a. 40.5 kN/m2 O b. 16.6 kN/m² O c. 20.6 kN/m2 O d. 10.4 kN/m2

The floor shown below has a constant thickness (h) of 190 mm, and is supported by beams at each grid level, beams and slabs are cast monolithically. The slabs are continuous at internal supports. Floor finishes are 2 kN/m and the imposed load (live load) is 5 kN/m2. The characteristic strengths of the concrete and steel are f = 40 N/mm and fyk = 500 N/mm respectively. Take reinforcements cover as 35 mm. All beams are 300 mm wide. Take %3D diameter of steel bars as 10 mm. Calculate the ultimate load on the slab (n)? 6 m 6 m 6 m S1 S2 S1 4.8 m 4.8 m S3 S4 S3 4.8 m S1 S2 S1 Select one: O a. 40.5 kN/m2 O b. 16.6 kN/m² O c. 20.6 kN/m2 O d. 10.4 kN/m2

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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