EQUIPMENT NO: 00

BENDING MOMENT AT BASE M = 167601 Kg-MEMPTY WEIGHT OF EQUIPMENT W = 25100 KgsBOLT CIRCLE DIAMETER D = 4.450 MANCHOR BOLT MATERIAL SA307BNO OF ANCHOR BOLT N 16ANCHOR BOLT SIZE d 1.5"ROOT AREA OF BOLT Ab 8.3 Sq.cmANCHOR BOLT ALLOWABLE STRESS S = 1054 Kg/Sq.cm

REQUIRED ANCHOR BOLT AREA Ar = [( 4*M/D) - W] / (N*S)

= 7.4 Sq.cm

AVAILABLE BOLT AREA Ab IS GREATER THAN Ar, SO PROVIDED ANCHOR BOLT IS SUFFICIENT

DESIGN OF ANCHOR BOLT CALCULATION

Sht NoSERVICE STRIPPER COLUMN Rev