Design a concrete-bearing wall using the ACI simplified equation to support a set of beams, as...
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Design a concrete-bearing wall using the ACI simplified equation to support a set of beams, as shown in the figure below. The bearing width of each beam is 300 mm. the height of the wall is 3.65 m and the wall is considered to be laterally restrained top and bottom and is further assumed to be restrained against rotation at the footing; thus k = 0.8. Neglect wall weight. f'c-22 MPa, fy=420 MPa, the factored beam reaction Pu is 510 kN. (Dimensions in mm) 2000 2000 h Wall Footing Beam Design a concrete-bearing wall using the ACI simplified equation to support a set of beams, as shown in the figure below. The bearing width of each beam is 300 mm. the height of the wall is 3.65 m and the wall is considered to be laterally restrained top and bottom and is further assumed to be restrained against rotation at the footing; thus k = 0.8. Neglect wall weight. f'c-22 MPa, fy=420 MPa, the factored beam reaction Pu is 510 kN. (Dimensions in mm) 2000 2000 h Wall Footing Beam
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Design parameters fc compressive strength of concrete 22 MPa fy yield strength of steel 420 MPa Pu factored beam reaction 510 kN 510000 N b bearing width of each beam 300 mm h height of the wall 3650 ... View the full answer
Related Book For
A Survey Of Mathematics With Applications
ISBN: 9780135740460
11th Edition
Authors: Allen R. Angel, Christine D. Abbott, Dennis Runde
Posted Date:
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