Preliminary Design of Compressor
2
1 Soil safe bearing capacity
=
2
3
4
5
6
7
8
=
=
=
=
=
=
=
80 kN/m
3
25 kg/m
20 kN
2.84
1.25
3.41 m
1.50 m
0.8 m
9 Density of concrete
10 Weight of foundation
=
=
25 kN/m
102.24 kN
11 Base Pressure
12 Reinforcement provided
13 Cover provided in all side
23.91 kN/m
T12 @ 200 mm c/c
50 mm
14 Total Bars in along length
15 Full perimeter of reinforcment along (L)
=
=
=
=
=
=
16 Total Bars in along Width
17 Full perimeter of reinforcment along (B)
=
=
17 Nos
5.33 m
18 Total Bars in Depth
19 Full perimeter of reinforcment along (D)
=
=
4 Nos
10.54 m
Minimum reinforcement in block
Wt of compressor
Length of compressor (l)
width of compressor (b)
Length of foundation (L)
Width of foundation (B)
Depth of foundation (D)
20 Total Wt of steel reinforcement bars
=
21 Volumn of Concrete
=
22 Provided Reinforcement in block
=
(IS : 2974 (part 1) - 1982
>
0.78 m
Depth Required
O.K.
>
5 x 20 kN Wt of compressor
100 kN
O.K.
3
2
<
80 kN/m
0.889 kg/m
2
O.K.
3
>
25 kg/m
3
O.K.
7 Nos
9.14 m
174.90 kg
3
4.09 m
42.77 kg/m