Cofraplus 60 Load Span tables - PGA Consultants
Cofraplus 60 Load Span tables - PGA Consultants
Cofraplus 60 Load Span tables - PGA Consultants
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Ar val<br />
Composite floor decks<br />
<strong>Cofraplus</strong> <strong>60</strong><br />
APPLIED LOADS<br />
The Technical Aproval of <strong>Cofraplus</strong> <strong>60</strong> takes account of the distributed, concentrated and linear loads.<br />
It is formulated for load intensities not exceeding the following limits :<br />
• static point load : < 20 kN<br />
• static linear load : ≤ 10 kN par lm<br />
• dynamic point load : < 15 kN<br />
and spaced at at least 1,20 m<br />
from each other.<br />
These limitations are applied in the absence of a complete check of the distribution of the loads.<br />
• moving loads for vehicles<br />
where the maximum load per<br />
axle does not exceed 30 kN.<br />
PERMISSIBLE SPANS L (cm) in the construction stage when fitting the standard version of <strong>Cofraplus</strong> <strong>60</strong><br />
• In the construction stage, <strong>Cofraplus</strong> <strong>60</strong> thickness 0,75 mm can withstand spans to limits L according to the table below which takes<br />
account of the deflection conditions L/240.<br />
• When lines of props are required, they must divide the span into equal parts.<br />
L<br />
1 span<br />
L<br />
2 continuous bays<br />
L<br />
Thickness of slab in mm no props 1 lines of props 2 lines of props Thickness of slab in mm no props 1 lines of props 2 lines of props<br />
100<br />
110<br />
120<br />
130<br />
140<br />
150<br />
1<strong>60</strong><br />
170<br />
180<br />
190<br />
200<br />
210<br />
220<br />
230<br />
240<br />
250<br />
2<strong>60</strong><br />
270<br />
280<br />
273<br />
262<br />
252<br />
244<br />
237<br />
231<br />
225<br />
220<br />
215<br />
210<br />
206<br />
203<br />
199<br />
196<br />
193<br />
190<br />
187<br />
184<br />
182<br />
330<br />
363<br />
396<br />
429<br />
462<br />
495<br />
525<br />
509<br />
495<br />
481<br />
469<br />
457<br />
446<br />
436<br />
427<br />
418<br />
410<br />
402<br />
394<br />
330<br />
363<br />
396<br />
429<br />
462<br />
495<br />
528<br />
561<br />
594<br />
617<br />
637<br />
657<br />
670<br />
654<br />
640<br />
627<br />
615<br />
<strong>60</strong>3<br />
591<br />
100<br />
110<br />
120<br />
130<br />
140<br />
150<br />
1<strong>60</strong><br />
170<br />
180<br />
190<br />
200<br />
210<br />
220<br />
230<br />
240<br />
250<br />
2<strong>60</strong><br />
270<br />
280<br />
3<strong>60</strong><br />
348<br />
336<br />
326<br />
316<br />
306<br />
295<br />
285<br />
276<br />
268<br />
2<strong>60</strong><br />
253<br />
247<br />
241<br />
235<br />
230<br />
225<br />
219<br />
214<br />
3<strong>60</strong><br />
396<br />
432<br />
468<br />
504<br />
540<br />
525<br />
509<br />
495<br />
481<br />
469<br />
457<br />
446<br />
436<br />
427<br />
418<br />
410<br />
402<br />
394<br />
3<strong>60</strong><br />
396<br />
432<br />
468<br />
504<br />
540<br />
576<br />
612<br />
648<br />
684<br />
703<br />
686<br />
670<br />
654<br />
640<br />
627<br />
615<br />
<strong>60</strong>3<br />
591<br />
L<br />
L<br />
L L L<br />
2 rebated spans 3 continuous bays<br />
Thickness of slab in mm no props 1 lines of props 2 lines of props Thickness of slab in mm no props 1 lines of props 2 lines of props<br />
100<br />
110<br />
120<br />
130<br />
140<br />
150<br />
1<strong>60</strong><br />
170<br />
180<br />
190<br />
200<br />
210<br />
220<br />
230<br />
240<br />
250<br />
2<strong>60</strong><br />
270<br />
280<br />
273<br />
262<br />
252<br />
244<br />
237<br />
231<br />
225<br />
220<br />
215<br />
210<br />
206<br />
203<br />
199<br />
196<br />
193<br />
190<br />
187<br />
184<br />
182<br />
3<strong>60</strong><br />
396<br />
432<br />
468<br />
504<br />
540<br />
525<br />
509<br />
495<br />
481<br />
469<br />
457<br />
446<br />
436<br />
427<br />
418<br />
410<br />
402<br />
394<br />
3<strong>60</strong><br />
396<br />
432<br />
468<br />
504<br />
540<br />
576<br />
612<br />
648<br />
684<br />
703<br />
686<br />
670<br />
654<br />
640<br />
627<br />
615<br />
<strong>60</strong>3<br />
591<br />
100<br />
110<br />
120<br />
130<br />
140<br />
150<br />
1<strong>60</strong><br />
170<br />
180<br />
190<br />
200<br />
210<br />
220<br />
230<br />
240<br />
250<br />
2<strong>60</strong><br />
270<br />
280<br />
346<br />
333<br />
322<br />
312<br />
304<br />
296<br />
289<br />
281<br />
276<br />
268<br />
2<strong>60</strong><br />
253<br />
247<br />
241<br />
235<br />
230<br />
225<br />
219<br />
214<br />
3<strong>60</strong><br />
396<br />
432<br />
468<br />
504<br />
504<br />
504<br />
504<br />
504<br />
504<br />
504<br />
504<br />
504<br />
504<br />
504<br />
504<br />
504<br />
504<br />
504<br />
3<strong>60</strong><br />
396<br />
432<br />
468<br />
504<br />
504<br />
504<br />
504<br />
504<br />
504<br />
504<br />
504<br />
504<br />
504<br />
504<br />
504<br />
504<br />
504<br />
504<br />
5
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