1964_BUILDING_(CONSTRUCTION)_REGULATIONS — Page 105

HK Historical Laws 香港歷史法例 All AI Reviewed

1985 Ed.]

Building (Construction) Regulations

[CAP. 123

B 105

(2) For the purpose of Tables XXXIX and XL, ucu is the works resistance to crushing of the concrete when tested in accordance with the First Schedule within 28 days after mixing.

[Subsidiary]

First Schedule.

TABLE XXXIX

Maximum permissible compressive stresses for special mixes and designed mixes in MPa

Maximum permissible compressive stress

L.N. 294/76.

1 2 3 4 Special mixes direct due to bending but not more than 8.5 ❝ but not more than II Designed mixes W but not more than 11 Ww but not more than 15 3.65 2.73

TABLE XL

Maximum permissible shear and bond stresses for special and designed mixes in MPa

1 2 3 4 Maximum permissible bond stress Resistance to crushing ucu * Maximum permissible average local More than 20 + 0.27 but not more than 0.9 + 0.40 but not more than 1.0 2ucu + 0.67 but not more than 1.5 20 0.7 0.8 1.2 Less than 20 30 25 50 Ucu # 3 u It'

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1985 Ed.] Building (Construction) Regulations [CAP. 123 B 105 (2) For the purpose of Tables XXXIX and XL, ucu is the works resistance to crushing of the concrete when tested in accordance with the First Schedule within 28 days after mixing. [Subsidiary] First Schedule. TABLE XXXIX Maximum permissible compressive stresses for special mixes and designed mixes in MPa Maximum permissible compressive stress L.N. 294/76. 1 2 3 4 Special mixes direct due to bending but not more than 8.5 but not more than II Designed mixes W but not more than 11 Ww but not more than 15 3.65 2.73 TABLE XL Maximum permissible shear and bond stresses for special and designed mixes in MPa 1 2 3 4 Maximum permissible bond stress Resistance to crushing ucu * Maximum permissible average local More than 20 + 0.27 but not more than 0.9 + 0.40 but not more than 1.0 2ucu + 0.67 but not more than 1.5 20 0.7 0.8 1.2 Less than 20 30 25 50 Ucu # 3 u It' Page 105 Page 106
Baseline (Original)
1985 Ed.] Building (Construction) Regulations [CAP. 123 B 105 (2) For the purpose of Tables XXXIX and XL, u,, is the works resistance to crushing of the concrete when tested in accordance with the First Schedule within 28 days after mixing. [Subsidiary] First Schedule. TABLE XXXIX Maximum permissible compressive stresses for special mixes and designed mixes in MPa Maximum permissible compressive stress L.N. 294/76. H Special mixes 线 2 3 direct due to bending 4 but not more than 8.5 but not more than II 3 Designed mixes W but not more than 11 Ww but not more than 15 3.65 2.73 TABLE XL Maximum permissible shear and bond stresses for special and designed mixes in M Pa 1 2 Maximum permissible bond stress 3 Resistance to crushing u * Maximum permissible average local tw More than 20 + 0.27 but not + 0.40 but not 2ux + 0.67 but not 50 50 more than 0.9 more than 1.0 75 more than 1.5 20 0.7 0.8 1.2 Uz # 3 u It' Less than 20 30 25 50 Page 105Page 106
2026-05-04 08:22:32 · Baseline
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1985 Ed.]

Building (Construction) Regulations

[CAP. 123

B 105

(2) For the purpose of Tables XXXIX and XL, u,, is the works resistance to crushing of the concrete when tested in accordance with the First Schedule within 28 days after mixing.

[Subsidiary]

First Schedule.

TABLE XXXIX

Maximum permissible compressive stresses for special mixes and designed mixes in MPa

Maximum permissible compressive stress

L.N. 294/76.

H

Special mixes

线

2

3

direct

due to bending

4

but not more than 8.5

❝ but not more than II

3

Designed mixes

W

but not more than 11

Ww

but not more than 15

3.65

2.73

TABLE XL

Maximum permissible shear and bond stresses for special and designed mixes in M Pa

1

2

Maximum permissible bond stress

3

Resistance to

crushing u

*

Maximum permissible

average

local

tw

More than 20

+ 0.27 but not

+ 0.40 but not

2ux

+ 0.67 but not

50

50

more than 0.9

more than 1.0

75

more than 1.5

20

0.7

0.8

1.2

Uz

#

3 u

It'

Less than 20

30

25

50

Page 105Page 106

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