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

You are assigned the foundation design of a 56'-0" inside diameter reinforced concrete process tank. Vertical walls are 1'-0" thick and 15 feet high, terminating at elevation 25.00. Bottom of wall is at elevation 10.00 and rests on the foundation slab. Exterior grade abutting the vertical tank walls is at elevation 22.00. The tank foundation slab is circular with a two foot extension all around the vertical tank exterior wall. Determine the minimum height of the foundational circular slab. For design purposes consider the groundwater to be saturated to sit grade. Determine the following: A) Buoyant force in pounds B) Minimum depth of foundation slab in feet

Define the importance of a solid foundation.

True or false? For reinforced concrete footings, the size is calculated to satisfy the bending and shear strength of the concrete footing.