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/m2 and the imposed load (live load) is 5 kN/m2. The characteristic strengths of the concrete and steel are fa = 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 Oc.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/m2 and the imposed load (live load) is 5 kN/m2. The characteristic strengths of the concrete and steel are fa = 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 Oc.20.6 kN/m2 O d. 10.4 kN/m2
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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