44
Fig. 2.
2
REGISTER
F
COMPUTER PROGRAMME
COMPUTER PROGRAMME
E
D
1
AV
25
S 4
49 A/t 73
97,
CARD No.
2 $1
|26| X
50 R$
98
In
AV
MAR❘ b
water įgals.
8 C C
D d
e E
h.coreh.coreh.core conc.conc. cem sand agg.
tons F.S. Y. C. tons F. S. Y. C. tons tons
4
•
3
27 A/t 51 R$
99
LENGTH OF H'CORE S1 50
452
28 R/52 R*76;
100
50
+
5
6 B/
29: Ot
53 D/S 77
101
WIDTH OF H'CORE
52
20
+
30
→
54 X
1781
102
X
50x20 1000
7 8/1
31 D/1
55 E 79
103)
B/t
0
1000
8 53
|321
D/ 56
56 D/ 80
104
8/
1000
1000
9. X
33 A/t 57
A/t 81
105
DEPTH OF H'CORE 53 0.75
10 A/t 34 RI 58
R+82
1000 x
106
X
0.75
750
11 R/35 R$
59
R/* 83
ho?
CONSTANT OF
A/t
12: D t
13
36; Rt
60 Dt 84
|108
27 (cubic feet per
R/÷ | 2 7
37 D/S
161 X 85
109
cubic yard)
Dt
|14| BI
38 X
62 B/O 86)
110
÷
750 27.77
27
15 BI
16 A/
39 Dt
63 887
111.
B+
0
27.77
40 D/I
64 C/ 88
112:
BI
27.77
17 R
141 A/t
65 C89
1:3!
CONSTANT OF
A/t
18 R t
42 R
66 D/O 90
114
1.25 (tons per
R-1.25
19 D/
20 X
21 C/1
43 R
Load R 45 D/S
67) DO 91;
115
cubic yard of
Rt
-
68; E/O 92,
116
hardcore)
D+
+
69 E✪ |93)
117
X
27 77 x
+
125 34.71
22 B/ 46 X
70 A 94
118,
C/+
34.71
23; C t
47 E71)
V 195
119
B/1
11000
24 C+
48 D/72
196
120
C1
1000
C+
|1000]
DEPTH OF CONC.
S4
0.5
X
05
1000x500
CONSTANT OF
AЛt
27 (as above)
R/÷
D+
÷
27
500, 18.51
D/1
18.51
D/+
18.51
A/t
CONSTANT OF
RI
0.231 (cement:tons R
0.231
contents of registers
M
per cubic yard of R↑ concrete)
D/S
118 51 x
X
4.27
VOLUME OF
Q.23
WATER (gallons)
of
0
4.27
D/L
A/t
18.51
AREA OF
HARDCORE (F.S.)
CONSTANT OF
0.513 (sand: tons
RI
R 0.513
VOLUME OF
HARDCORE (Y. C.)
per cubic yard of concrete)
R-
WEIGHT OF
D/S
18 51 x
0 51
9.49
C
HARDCORE (tons)
AREA OF
X
E/t
0
19.49
D/1
18.51
CONCRETE (FS.)
VOLUME OF
CONCRETE (Y. C.)
WEIGHT OF
CEMENT (tons)
A/t
CONSTANT OF
R‡
0.933 (aggregate:
Rt 0.933
tons per cubic yard R*
of concrete)
WEIGHT OF
e
SAND
(tons)
WEIGHT OF
E
D/S
X
1851 17.26
Et
о
17.26
D/I
18.51
A/t
AGGREGATE (tons)
29.4 (water gallons R+ 29.4
CONSTANT OF
per cubic yard of concrete)
R/*
Dt
X
18.51x
29 4
545
B/O
1000
BO
27.77
ску
34.71
CO
1000
D/◊
18.51
DO
4.27
E/O
9.49
E❖
17.26
A◊
545
V
S, SS, S, are variables
Far East BUILDER, May 1968.
No comments yet.
Private notes are available after approval.