Fig. 3.

2

1 AV 25 A/1

REGISTER

F

COMPUTER PROGRAMME

COMPUTER PROGRAMME

E

D

T

49 A/t 73

97

CARD No.

2 S1 26 RX

50 R/S

74

98

BWK

M A R

b

In.

-

HK$

AV

: co

B

C

C d

D

е

E

Ft.lin Y.S. No. Y. C. tons tons HK$ HK$

3

27 D/S

51 R$ 75

99

4 S2

28 X

52 DI

76

100

5 +

29 E/1

53 X

77

101:

LENGTH OF 1st.side S1 50.75

LENGTH OF 2nd side $220.75

5075

6 $3

30 B

54 E$

78

102

+

7. + # $4

31 A/t

55 C↓

50 75 + 120 25

79

103

32 R

56 A/t

801

104

LENGTH OF 3rd. side ¢ S3 50.75

+

171.50+ 15075

9 + 33 D/S

10 B/t 34 X

57 R÷ 81

158 R÷

82

105

LENGTH OF 4th. side S4

20.75

106

|122.25+ 20.75

11 8/35 A/+

59 D/S 83

107

B/t

0

143.00

12 S5 36 R/ 60 X 84

108

B/

143.00

כי

37, Ot

6 Dt

85

109

HEIGHT OF BWK

+

$5

10.00

14 Alt 38 ÷ 15 D/ 39 C

16 응 40 C

|62: DI

86

110

X

1x 10.00!

143.00 1430

63 A/+

87

111

CONSTANT OF 9.00 A/t

9.00

64 R/1 88

112

(sq.ft. per sq.yard)] D/*

17 B$ 41 A/t 65 D↓ 89

113

9.00

1430 158.88

18 B+ 42 RI 56 X

90

114

Bt

0

158.88

19 A/1 43 R$

67 V

91

115

BI

158.88

20 R/X44. Rt

168.

192

116

CONSTANT OF 96

A/t

21 D 45, D/S

69)

93.

117.

(no. of bricks per

R/X 96.00

22 X 46: X 70

194

118:

yard super of 9'BWK

D*

23 C/1 47 D/‡ 71

95

119

X

158.88 15.252

* 96

24 C/48 D/72

96

120

C/

15252

C/

15252

CONSTANT OF $0.60

A/†

(cost of 1no. brick)

RX

0.60

D/S

X

15252

x060

9151.20

E/

0

9151.20

BI

158.88

CONSTANT OF 0.50|| A/↑

(cu.ft.of mortar per

y.s. of BWK)

R-

0.50

D/S

X

15888 79.44

|contents of registers

CONSTANT OF 27 (cu.feet per Y.C.)

A/t R/ 27.00

M'

79.44 +27

2.94

COST OF SAND

(HK$)

c+

0

2.94

C↓

2.94

R.

A/t

CONSTANT OF 0 231

R+

b

C

BRICKS (Nos)

LENGTH OF

AREA OF

BWK

QUANTITY OF

VOLUME OF

WEIGHT OF

WEIGHT OF SAND (tons)

COST OF

BRICKS (HK$)

COST OF

CEMENT (HK$)

OF BWK (F.lin)

(cement: tons per

Rt 0.231

Y.C. of mortar)

Rt

(F. S.)

D/S

X

20.67

D/1

0

0.67

DI

0.67

MORTAR (Y.C)

A/t

CONSTANT OF $100.|| R/S

CEMENT (tons)

(cost per ton of

RS

100.00

cement)

DI

X

100,00

0 67 67.00

Et

0

67.00

C↓

2.94

Alt

CONSTANT OF 0.77

(sand: tons per

R÷ 10.77

Y.C. of mortar)

D/S

X

01

2,9877 2.26

0

|2.26

DI

2.26

CONSTANT OF $12.00A/t

(cost per ton of

R/T 12.00

sand)

DI

X

12 00

2.26 27.12

Note:

FLINYS

NO

YC

Print manually

$27 12

143.00 158 68 15252

"TONS | TONS | |

2.94 0.67 2.26 9151.20| 67.00|

{BỈ, BỎ, CICO,

D/O, DO, E/O, EO,

AO).

ין

S1, S., S., S., S. are variables

Far East BUILDER, May 1968.

415

Page 45Page 46

46

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