DESIGN OF CORBEL AS PER IS:456-2000
( Actual Program is included in
Super Civil CD
)
CORBEL DESIGNATION
DISTANCE OF LOAD FROM COLUMN FACE
FACTORED VERTICAL LOAD IN TONS
FACTORED HORIZONTAL {TRANSVERSE} LOAD IN TONS
WIDTH OF CORBEL { MM }
SELECT CONCRETE GRADE
M20
M25
M30
M35
M40
SELECT DIA OF BARS MAIN STEEL AT TOP
12 MM
16 MM
20 MM
25 MM
28 MM
32 MM
36 MM
40 MM
SELECT DIA OF BARS LINKS
8 MM
10 MM
12 MM
16 MM
20 MM
25 MM
28 MM
32 MM
36 MM
40 MM
CLEAR COVER TO REINFORCEMENT [MM]
DESIGN SUMMARY
THICKNESS OF CORBEL AT ROOT {MM}
THICKNESS OF CORBEL AT EDGE {MM}
MAIN REINFORCEMENT AT TOP
#
{MKD 1}
EFFECTIVE DEPTH {MM}
HORIZONTAL LINKS
*
{ MKD 2 }
COMPRESSIVE REINFORCEMENT { MKD 3 }
*
TO BE PROVIDED WITHIN 2/3 rd OF EFFECTIVE DEPTH FROM TOP.
#
MAIN REINFORCEMENT AT THE TOP SHALL BE PROVIDED IN THE FORM OF HORIZONTAL LOOPS.
Fy = 415 N/MM2