ABCDEFGHIJKLMNOPQRSTUVWXYZ
1
JOB No. 0-3850-20
DOC No. C-667-1316-001<00A>
2
SHEET 5 OF 45 .
3
3-
GEOMETRY & OUTLINE
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
JOB No. 0-3850-20
DOC No. C-667-1316-001<00A>
64
SHEET 6 OF 45 .
65
4-
CALCULATIONS
66
67
4.1-
DESIGN DATA
68
MATERIAL
69
gsteel=77.0KN/m3
70
gconc=24.0KN/m3
71
gsoil=19KN/m3
72
gwater=10KN/m3
73
gfluid=10KN/m3
74
gsub=9.2KN/m3
75
76
ALLOWABLE BEARING CAPACITY OF SOIL
77
Surcharge =10.00KN/m2
78
(B. C)long =250.0KN/m2
79
(B. C)short =332.5KN/m2
80
81
LOADING
82
Live Load
=3.60KN/m2
83
Empty Wt. of equipment
=KN
84
Erection Wt. of equipment
=KN
85
Operating Wt. of equipment
=KN
86
Test load of equipment
=KN
87
Thickness of Chequered plate
=0.0060m
88
Weight of Each Pump
10.00KN
89
No. Of Pumps
2
90
Total Weight of Pump
=20.00KN
91
92
93
94
95
96
97
98
99
100