Design a concrete-bearing wall using the ACI simplified equation to support a set of beams, as...

Transcribed Image Text:

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

Answer rating: 100% (QA)

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