Hello, can you please design the combined foundation at gridline 3 C-D according to British Standards. Soil bearing capacity to be taken as 150kN/m2. Case Study iAADesign of a foundation (Reinforced Concrete)SIM4mFeu = 30 MPafx = 460 N/mm²OF105m7OF01Cover = 50MMX concrete = 25 kN/m³Live load = 4 kN/m²JUARAdditional deadload = 1 kN/m²Soil Bearing Capacity: 150 KN/M² (s+2)x=Combined10다.1→ Design the foundation at 3 (-)^fraps aixeDTRA1!0.9mColumn200x200DateMM3m3m1W03400 150toat4000mmMM MM1200MMfor sy Square type 1200×1200mm

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Case Study: A 0 Design of a foundation (Reinforced Concrete) 4m Feu = 30 MPa fx = 460 N/mm² Ⓡ H 5m Cover = 50 MM Y concrete = 25 kN/m³ Live load = 4 kN/m² + Additional deadload = 1 kN/m² Soil Bearing Capacity: 150 KN/M² (5+2)x+ Combined XINGAS → Design the foundation at 3 (-D ^ TREA 3 06 " 1 +0.9m Column 200x200 MM + 3m D O (2) 3 2₂ tut 400 150 Hon WW WW wwoooti 1200 mm fm = Sy Square type 1200×1200mm

Case Study: A 0 Design of a foundation (Reinforced Concrete) 4m Feu = 30 MPa fx = 460 N/mm² Ⓡ H 5m Cover = 50 MM Y concrete = 25 kN/m³ Live load = 4 kN/m² + Additional deadload = 1 kN/m² Soil Bearing Capacity: 150 KN/M² (5+2)x+ Combined XINGAS → Design the foundation at 3 (-D ^ TREA 3 06 " 1 +0.9m Column 200x200 MM + 3m D O (2) 3 2₂ tut 400 150 Hon WW WW wwoooti 1200 mm fm = Sy Square type 1200×1200mm

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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