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