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Corbel Design Example Aci. Y s c f f' 0.04 bd a ρ= ≥ [11.10] where : Click to expand document information.
Corbel Design Based on IBC 03 / ACI 31802 & Corbel Design from sipilpedia.com
The program calculates the area of main and shear reinforcement required for the section. Bearing plate size = 250 x 200 mm 2) determine shear span 'a' with 25 mm max clearance at beam end.beam reaction is assumed at third point of bearing plate, to simulate rotation of supported girder and triangular distribution of stress under bearing pad. An appendix section contains charts to facilitate proportioning of the corbel reinforcement.
Corbel Design Based on IBC 03 / ACI 31802 & Corbel Design
The corbel is to support a vertical load of 35 kips (155 kn) dead load and 65 kips (290 kn) live load. (125 mm) from the column face ( a v ). The column has a rectangular section. The corbel is to support a vertical load of 35 kips (155 kn) dead load and 65 kips (290 kn) live load.
