Please answer it ASAP for an upvote. Thank you. A combined footing carries two columns due to architectural constraints. The centroid of the 400mm x 400mm edge column is placed 0.60m from the left end of the footing. This column carries DL = 803kN and LL = 535kN. The centroid of the 500mm x 500mm interior column is located 4.8m from the centroid of the edge column. The interior column carries DL = 1115kN and LL = 624kN. The effective soil pressure is 240kPa. Use fc’ = 28MPa and fy = 275 MPa. Determine the following: Dimensions of the footing (use 100mm increments) The thickness of the footing (use 50mm increments) Number of 25mm reinforcements along each dimension
Please answer it ASAP for an upvote. Thank you. A combined footing carries two columns due to architectural constraints. The centroid of the 400mm x 400mm edge column is placed 0.60m from the left end of the footing. This column carries DL = 803kN and LL = 535kN. The centroid of the 500mm x 500mm interior column is located 4.8m from the centroid of the edge column. The interior column carries DL = 1115kN and LL = 624kN. The effective soil pressure is 240kPa. Use fc’ = 28MPa and fy = 275 MPa. Determine the following: Dimensions of the footing (use 100mm increments) The thickness of the footing (use 50mm increments) Number of 25mm reinforcements along each dimension
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please answer it ASAP for an upvote. Thank you.
A combined footing carries two columns due to architectural constraints. The centroid of the 400mm x 400mm edge column is placed 0.60m from the left end of the footing. This column carries DL = 803kN and LL = 535kN. The centroid of the 500mm x 500mm interior column is located 4.8m from the centroid of the edge column. The interior column carries DL = 1115kN and LL = 624kN.
The effective soil pressure is 240kPa. Use fc’ = 28MPa and fy = 275 MPa.
Determine the following:
Dimensions of the footing (use 100mm increments)
The thickness of the footing (use 50mm increments)
Number of 25mm reinforcements along each dimension
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