| This program designs reinforced concrete slab as per
the table given in ANNEX D of IS: 456-2000.
|
| Redistribution of support moments are not carried out as given in Clause 24.4.1. |
|
f y ( characteristic strength of
reinforcement ) = 415 N / mm2 . |
|
In case the nominal cover exceeds 35 mm, additional measures such as application
of fire resistant finishes , false ceiling, &
sacrificial steel in tensile zone should be adopted to give protection
against spalling. |
Values of bending coefficients for LY / LX > 2 are taken as same for those of
LY / LX = 2 . |
|
Width of beam supporting the slab is assumed as 200 mm, for checking
shear stress. |