Page 1420 - سابقة أعمال ايجي ريفيت السكني

Element COMPRESSION STRENGHT

Plain Concrete 20 MPA

R.C Foundation 28 MPA

R.C Column Neck 28 MPA

R.C Ground Beam 28 MPA

Slab On Grad 25 MPA

R.C Columns 28 MPA

R.C Slabs 28 MPA

R.C walls 28 MPA

7-2 Steel reinforcement properties

Deformed bars of carbon steel shall conform to ASTM A615 (Grade-60).

Deformed wire & welded deformed wire shall conform to ASTM A1064

For carbon steel.

8 - SUMMARY OF THE STRUCTURAL DESIGN CONCEPT

8.1 - Foundation

Foundations are designed according the allowable bearing capacity is assumed as
2
(1.50kg/cm ),

Foundation is being design as Raft. Dimensions and thickness will be worked out

meeting the flexure, punching and shear requirements of the code.