Answer Happy

DESIGN OF STRIP FOOTING Question 1 The diagram below shows a Strip Footing Of length 11.025m. Given the loadings as shown in the diagram, determine the required minimum with of the footing that will be able to carry the loads. Design the reinforcement of the footing in order for it to satisfy all the requirements using Concrete grade of 25 N/mm² and Steel OF Yield strength 500 N/mm². The applied loads shown in the diagram que service los N:B: All calculations should be under limit state design in accordance with Eurocode. Qk=10+1+KN| 4₁₁₁ = 64°26 kN/m m CE Permanent load QK = Impused load- -230mm thick wall 250 mm (liben Soil bearing capacity as 250 kPq
DESIGN OF STRIP FOOTING Question 1 to Carry The diagram below shows a Strip fooking Of length 11.02.5m. Given the loadings as shown in the diagram, determine the required minimum with of the footing that will be able the loads. Design the reinforcement of the footing in order for it to satisfy all the requirements using Concrete grade of 25 N/mm² and Steel of yield streng In 500 N/mm? The applied loads shown in the diagram que service loads N:B: All calculations should be under limit state design in accordance with Eurocode. Qk=10-14 KN | G₁ = 64.26 kN/m m += Permanent load 2K = Imposed load. -230mm thick wall 1 [25 250 mm Ciben Soil bearing capacity as 250 kPa.
Question 1 The diagram below shows a strip footing of length 11.025m- Given the loadings as shown in the diagram, determine required minimum width of the footing that will be able to carry the loads. Also design the reinforcement of the footing in order the 17 for to satisfy all the requirements using concrete grade of 25 N/mm² and steel of yield strength 500 N/mm². The applied loads shown in the diagram are unfactored service loads. NIB: ALL CALCULATIONS SHOULD BE UNDER LIMIT STATE DESIGN ACCORDANCE WITH EUROCODE QK = 10.4 KN 4K = 64.26 kN/m m 230 mm thick wall 250mm Take the bearing capacity of the soil as 250 kPa.