Critical grid area 16.
33 Sqm
Thickness of slab 150 mm
Volume of slab 2.4495 Cub m
Weight of Slab 6.12375 Ton
61.2375 KN
Live load 2.5 KN/sq m
Finishing Load 1 KN/sq m
Total 3.5 KN/sq m
Total on 16.33 Sq m 57.155 KN
Total Load i/c self weight 118.3925 KN
Roof Beam Size = 0.25 x 0.45
Area of Beam 0.1125 Sq m
Length of Beam in Critical Grid 15.5 m
Volume of Concrete 1.74375 Cub m
Weight of Beam 4.359375 Ton
43.59375 KN
Weight of Gentry 5 Ton
50 KN
Addition @ 1.5 times 75 KN
Weight of Gantry Beam and Slab
X-Section Area 0.09 Sq m
Length 8.9 m
Volume of Concrete 0.801 Cub m
2.0025 Ton
20.025 KN
Total Weight on Columns 257.0112 KN
Weight on Each Column 64.25281 KN
Factored Load 96.37922 KN
Say 100 KN
Self Weight of Column 0.445313 Ton
Critical grid area 16.19 Sqm
Thickness of slab 150 mm
Volume of slab 2.4285 Cub m
Weight of Slab 6.07125 Ton
60.7125 KN
Live load 2.5 KN/sq m
Finishing Load 1 KN/sq m
Total 3.5 KN/sq m
Total on 16.19 Sq m 56.665 KN
Total Load i/c self weight 117.3775 KN
Roof Beam Size = 0.25 x 0.45
Area of Beam 0.1125 Sq m
Length of Beam in Critical Grid 16.18 m
Volume of Concrete 1.82025 Cub m
Weight of Beam 4.550625 Ton
45.50625 KN
Total Weight on Columns 162.88375 KN
Weight on Each Column 40.7209375 KN
Factored Load 61.08140625 KN
Say 65 KN
Self Weight of Column 0.4453125 Ton
Critical grid area 16.33 Sqm
Thickness of slab 150 mm
Volume of slab 2.4495 Cub m
Weight of Slab 6.12375 Ton
61.2375 KN
Volume of slab/m 0.15 cub m/m
Weight of Slab/m 0.36 Ton/m
3.6 KN/m
Live load 2.5 KN/sq m
Finishing Load 1 KN/sq m
Total 3.5 KN/sq m
Total on 16.33 Sq m 57.155 KN
Total Load i/c self weight 118.3925 KN
Roof Beam Size = 0.25 x 0.45
Area of Beam 0.1125 Sq m
Length of Beam in Critical Grid 15.5 m
Volume of Concrete 1.74375 Cub m
Weight of Beam 4.359375 Ton
43.59375 KN
Plinth Beam Size = 0.25 x 0.45
Area of Beam 0.1125 Sq m
Length of Beam in Critical Grid 15.5 m
Volume of Concrete 1.74375 Cub m
Weight of Beam 4.359375 Ton
43.59375 KN
Weight of Gentry 5 Ton
50 KN
Addition @ 1.5 times 75 KN
Weight of Gantry Beam and Slab
X-Section Area 0.09 Sq m
Length 8.9 m
Volume of Concrete 0.801 Cub m
2.0025 Ton
20.025 KN
Total Weight on Columns 300.605 KN
Weight on Each Column 75.15125 KN
Factored Load 112.7269 KN
Say 115 KN
Self Weight of Column 0.445313 Ton
Critical grid area 16.19 Sqm
Thickness of slab 150 mm
Volume of slab 2.4285 Cub m
Weight of Slab 6.07125 Ton
60.7125 KN
Volume of slab/m 0.15 cub m/m
Weight of Slab/m 0.36 Ton/m
3.6 KN/m
Live load 2.5 KN/sq m
Finishing Load 1 KN/sq m
Total 3.5 KN/sq m
Total on 16.33 Sq m 57.155 KN
Total Load i/c self weight 117.8675 KN
Roof Beam Size = 0.25 x 0.45
Area of Beam 0.1125 Sq m
Length of Beam in Critical Grid 16.18 m
Volume of Concrete 1.82025 Cub m
Weight of Beam 4.550625 Ton
45.50625 KN 163.37375 32.67475
Plinth Beam Size = 0.25 x 0.45
Area of Beam 0.1125 Sq m
Length of Beam in Critical Grid 15.5 m
Volume of Concrete 1.74375 Cub m
Weight of Beam 4.359375 Ton
43.59375 KN
Total Weight on Columns 206.9675 KN
Weight on Each Column 51.741875 KN
Factored Load 77.6128125 KN
Say 80 KN
Self Weight of Column 0.4453125 Ton
