Loading of a Single floor

All units in TON-M PROJECT:

Floor height: 3 mMasonry Unit Weight 2.1 t/m3Wall Thickness 0.15 mBeam Depth 0.8 m

Beam No.Opening Opening

Length Height Length Height Load( t/m )BB45 2.2 0.8 1.2 0 0 0.56 bb5 1.38 0.8 1.2 0 0 0.48 BB40 2.2 0.75 2 0 0 0.49 W1 2.4 1.8 1.2 0 0 0.42 d3d3 2.2 0.75 2.1 0.75 2.1 0.25 b46 6.97 5.9 7.3 5.9 7.3 -3.19 b47 7.97 6.9 8.3 6.9 8.3 -3.83 b48 1.97 0.9 2.3 0.9 2.3 0.04

FULL WALL LOAD

Beam Length

Loading of a Single floor

COSMIC

0.70.693 t/m

Length(m) Breadth(m)Slab Dimension 1.49 3.96

Sunk Sunk wall 1 wall 2FF Area( m2) thick Total L thick Total leng.

0.55 0.3569 2.595 0.2 0.665 0.15 0Dead Load on Slab 0.85 t/m2

Length(m) Breadth(m)Slab Dimension 1.49 3.96

Sunk Sunk wall 1 wall 2FF Area( m2) thick Total L thick Total leng.

0.55 0.315 4.185 0.1 3.64 0.15 0Dead Load on Slab 1.16 t/m2

FULL WALL LOAD TAKEN

load (t/m2)

load (t/m2)

height of wall is floor height and unit wt is E6

Total leng.

Total leng.