Reinforcement Detailing of Beams from ETABS output

STEP 1 FIRST OF ALL CLICK ON ATTECHEMENT AND OPEN THE FILE IN E TAB

STEP 2 THEN GO IN STCTURE

STEP 3 RUN THE DIAGRAM

STEP 4 THEN CLICK ON CONCRETE FRAME DESIGN SO WE CAN SEE ALL THE DETAILS ARE VISIBLE

STEP 5 THEN GO AGAIN CONCRETE FRAME DESIGHN OPTION AND CLICK IN DESIGN FRAME STUCTURE THE SELECT SHEAR VALUE

STEP 6 THEN GO IN FIRST FLOOR PLAN

STEP 7 WE HAVE TO DETERMINE THE GRID A AND GRID 3 BEAM

STEP 8 TO FIND OUT THE CONCRETE BEAM DESIGH INFORMATION CLICK ON BEAM AND INFORMATION WILL BE FOUND.

STEP 10 IF YOU WANT TO SEE THE SFD AND BMD DIAGRAM SO CLICK ON BEAM

STEP 11 PROVIDE SHEAR REINFORCEMENT DIAGRAM WITH DETAILING

STEP 12 CALCULATE SHER CAPACITY ( AS PER IS 456- 2002 CLAUSE 40.4)

Vus= 0.87fyAsvd/sv

Fy= 415N/MM2

Asv= 151mm2

d= 450mm

sv= 100mm

Vsv= 245KN

HENCE SHEAR REBAR IN DRAWING IS OKY AS PER IS 13920 CODE