EQ Parameters

Trial

Column-footing Size 3

Footings Part 1&2

a++Programs

Output

6.Computation of Centrifugal Force

IRC 24-2010-1

IRC 6-2014-1

CBS Bearing

Damped

Earthquake Calculations

Horizontal Seismic Coefficient

response spectra 2.xls

Design RCC

Two Wayslabs Typical

comb foot

2way Slabs

Quantity Isolated Footing

Bending+Axial_WORKING STRESS