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Standard for Fire Safety in Rapid Transit Systems - Singapore Civil ...

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APPENDIX C - cont<strong>in</strong>ued<br />

PART VIII : PRESTRESSED CONCRETE FLOORS (SILICEOUS OR CALCAREOUS AGGREGATE)<br />

Description 4<br />

hours<br />

Solid slab Average cover to re<strong>in</strong><strong>for</strong>cement<br />

Depth , overall+<br />

Cored slabs <strong>in</strong> which the cores are circular<br />

or are higher than wide. Not less than 50 %<br />

of the gross across section of the floor<br />

should be solid material<br />

Hollow box section with one or more<br />

longitud<strong>in</strong>al cavities which are wider than<br />

high<br />

Ribbed floor with hollow <strong>in</strong>fill blocks of<br />

clay , or <strong>in</strong>verted T-section beams with<br />

hollow <strong>in</strong>fill blocks of concrete or clay. A<br />

floor <strong>in</strong> which less than 50 % of the gross<br />

cross section is solid material must be<br />

provided with a 15 mm plaster coat<strong>in</strong>g on<br />

soffit<br />

Average cover to re<strong>in</strong><strong>for</strong>cement<br />

Thickness under cores<br />

Depth , overall+<br />

Average cover to re<strong>in</strong><strong>for</strong>cement<br />

Thickness of bottom flange<br />

Depth , overall+<br />

Average cover to re<strong>in</strong><strong>for</strong>cement<br />

Width or rib , or beam , at soffit<br />

Depth , overall+<br />

Upright T-section Average bottom cover to re<strong>in</strong><strong>for</strong>cement<br />

Side cover to re<strong>in</strong><strong>for</strong>cement<br />

Least width or downstand<strong>in</strong>g leg<br />

Thickness of flange+<br />

Inverted channel sections with radius at<br />

<strong>in</strong>tersection of soffits with top of leg not<br />

exceed<strong>in</strong>g depth of section<br />

Inverted channel sections or U-sections with<br />

radius at <strong>in</strong>tersection of soffits with top of<br />

leg exceed<strong>in</strong>g dept of section<br />

Average bottom cover to re<strong>in</strong><strong>for</strong>cement<br />

Side cover to re<strong>in</strong><strong>for</strong>cement<br />

Least width or downstand<strong>in</strong>g leg<br />

Thickness at crown+<br />

Average bottom cover to re<strong>in</strong><strong>for</strong>cement<br />

Side cover to re<strong>in</strong><strong>for</strong>cement<br />

Least width or downstand<strong>in</strong>g leg<br />

Thickness at crown+<br />

* Supplementary re<strong>in</strong><strong>for</strong>cement, to hold the concrete cover <strong>in</strong> position, may be necessary.<br />

+ Non-combustible screeds and f<strong>in</strong>ishes may be <strong>in</strong>cluded <strong>in</strong> these dimensions.<br />

M<strong>in</strong>imum dimension<br />

to give fire resistance<br />

<strong>in</strong><br />

2<br />

hours<br />

<strong>Standard</strong> <strong>for</strong> <strong>Fire</strong> <strong>Safety</strong> <strong>in</strong> <strong>Rapid</strong> <strong>Transit</strong> <strong>Systems</strong> C-10<br />

1<br />

hour<br />

mm mm mm<br />

65*<br />

150<br />

65*<br />

50<br />

190<br />

65*<br />

65<br />

230<br />

65*<br />

125<br />

190<br />

100*<br />

100<br />

250<br />

150<br />

100*<br />

50<br />

125<br />

150<br />

100*<br />

50<br />

110<br />

150<br />

40<br />

125<br />

40<br />

40<br />

160<br />

40<br />

40<br />

180<br />

40<br />

90<br />

160<br />

65*<br />

65<br />

150<br />

125<br />

65*<br />

35<br />

75<br />

125<br />

65*<br />

35<br />

70<br />

125<br />

25<br />

100<br />

25<br />

25<br />

110<br />

25<br />

25<br />

130<br />

25<br />

70<br />

110<br />

40<br />

40<br />

90<br />

100<br />

40<br />

20<br />

45<br />

100<br />

40<br />

20<br />

45<br />

100

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