A combined footing is proposed to support two columns, C1 and C2, with loads equal to 2000 kN and 3000 kN, respectively. The column C1 has dimensions equal to 25x50 cm and C2 has dimensions 25x75 cm, while the spacing between the two columns is 5 meters. The footing is to be founded in a silty sand soil layer with the following engineering properties: y = IN m 20 kDo Th able is
A combined footing is proposed to support two columns, C1 and C2, with loads equal to 2000 kN and 3000 kN, respectively. The column C1 has dimensions equal to 25x50 cm and C2 has dimensions 25x75 cm, while the spacing between the two columns is 5 meters. The footing is to be founded in a silty sand soil layer with the following engineering properties: y = IN m 20 kDo Th able is
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Footing
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Step 1: Calculation of Soil Bearing Capacity
VIEWStep 2: Calculation of Footing dimensions
VIEWStep 3: (i) Design the Footing for Flexure:
VIEWStep 4: (ii) Check Shear and Punching: The shear and punching checks can be done using the following steps:
VIEWStep 5: Sketch of Reinforcement detailing
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