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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
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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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 i A A Design of a foundation (Reinforced Concrete) SIM 4m Feu = 30 MPa fx = 460 N/mm² OF 10 5m 7 OF 0 1 Cover = 50MM X concrete = 25 kN/m³ Live load = 4 kN/m² JUAR Additional deadload = 1 kN/m² Soil Bearing Capacity: 150 KN/M² (s+2)x= Combined 10 다. 1 → Design the foundation at 3 (-) ^ fraps aixe D TRA 1 ! 0.9m Column 200x200 Date MM 3m 3m 1 W 0 3 400 150 toat 4000mm MM MM 1200MM for sy Square type 1200×1200mm
Transcribed Image Text:Case Study i A A Design of a foundation (Reinforced Concrete) SIM 4m Feu = 30 MPa fx = 460 N/mm² OF 10 5m 7 OF 0 1 Cover = 50MM X concrete = 25 kN/m³ Live load = 4 kN/m² JUAR Additional deadload = 1 kN/m² Soil Bearing Capacity: 150 KN/M² (s+2)x= Combined 10 다. 1 → Design the foundation at 3 (-) ^ fraps aixe D TRA 1 ! 0.9m Column 200x200 Date MM 3m 3m 1 W 0 3 400 150 toat 4000mm MM MM 1200MM for sy Square type 1200×1200mm
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