DESIGN OF BASE PLATE ( Actual program is available in Super Civil CD )
Concrete Grade	M 15 M 20 M 25 M 30 M 35
Permissible Tensile Stress in HD BOLT [N/MM2]
Permissible Shear Stress in HD BOLT [N/MM2]
Width of Base Plate [MM]
Depth of Base Plate [MM]
Center to Center Distance Between Bolts Along Depth  [MM]
Axial Compressive Load [tons]
Total Shear Force [tons]
Bending Moment Along the Depth of Base Plate [t-m]
Total Net Area of HD Bolts on Tension Side [MM2]
Increase in Permissible Stresses.	** NIL ** 10 % 25 % 33.33 %
Offset {Distance from column face to outer edge of base plate (MM)