effective preliminary shear*** bearing …gmfprecast.com/gmf-safe-load tables.pdf · safe load...
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235mm PRESTRESSED CONCRETE SLAB 29.512-00 - SAFE LOAD TABLESelf Weight 427Kg/m - SAFE LOADS are exclusive of self weight 11th March 2011.
EFFECTIVE PRELIMINARY SHEAR*** BEARING PRELIMINARY SHEAR*** BEARING EQUIVALENT
SPAN UNIFORM 0 INFILLED0 INFILLED UNIFORM 2 INFILLED2 INFILLED UNIFORM
(see fig A for SAFE LOAD* HOLES HOLES SAFE LOAD* HOLES HOLES SAFE LOAD**
explanation) (for 0 infilled
holes)
(for 2 infilled
holes) meters feet Kg/m2
T/panel mm Kg/m2
T/panel mm Kg/m2
3.0 9'10" 3,733 6.72 75.00 5,200 9.36 75.00 7,466
3.5 11'6" 3,138 6.59 75.00 4,395 9.23 75.00 5,986
4.0 13'1" 2,692 6.46 75.00 3,792 9.10 75.00 4,493
4.5 14'9" 2,344 6.33 75.00 3,322 8.97 75.00 3,470
5.0 16'5" 2,066 6.20 75.00 2,738 8.84 75.00 2,738
5.5 18'0"' 1,839 6.07 75.00 2,197 8.71 75.00 2,197
6.0 19'8" 1,650 5.94 75.00 1,785 8.58 75.00 1,785
6.5 21'4" 1,464 5.81 75.00 1,464 8.45 75.00 1,464
7.0 23'0" 1,210 5.68 75.00 1,210 8.32 75.00 1,210
7.5 24'7" 1,005 5.55 75.00 1,005 8.19 75.00 1,005
8.0 26'3" 837 5.42 75.00 837 8.06 75.00 837
8.5 27'11" 698 5.29 75.00 698 7.93 75.00 698
9.0 29'6" 581 5.16 75.00 581 7.80 75.00 581
9.5 31'2" 482 5.03 75.00 482 7.67 75.21 482
10.0 32'10' 398 4.90 75.00 398 7.54 77.21 398
10.5 34'5" 325 4.77 76.01 325 7.41 79.20 325
11.0 36'0" 262 4.64 78.01 262 7.28 81.20 262
11.5 37'9" 208 4.51 80.01 208 7.15 83.20 208
12.0 39'4" 160 4.38 82.01 160 7.02 85.20 160
12.5 41'0" 117 4.25 84.01 117 6.89 87.20 117
13.0 42'8" 79 4.12 86.00 79 6.76 89.19 79
Address: St Mary Street,
Maghtab NXR 65 15, Malta.
www.gmfprecast.com Email:[email protected]
Mob: 99437538 Tel: 21434682 Fax: 21437419
Notes to Periti: (A) Load tables conforming to prEN 1168 Precast concrete products - Hollow Core Slabs with both the safe load values satisfying
the serviceability limit state (SLS)
(B) For tying requirements, refer to fib 6 publication "Special design considerations for precast prestresseed hollow core floors"
(C ) For planks resting on beams, filling of hollows in C30 concrete at supports is recommended.
(D ) The min. bearing of planks is to be 75mm up to a max. of 130mm depending on the loads & strength C25 of suletta
* For preliminary design, loads noted satisfy both the safe & the shear value
** For detailed design which addresses the actural load pattern, both the equivalent uniform safe load and shear value
have to be checked independently. For all load patterns, eg point loads, these are to be converted to equivalent uniform loads.
*** For enhanced shear values each infilled hole in C30 concrete has an additional shear value given at 1.32T/hole.
Address: St Mary Street,
Maghtab NXR 65 15, Malta.
www.gmfprecast.com Email:[email protected]
Mob: 99437538 Tel: 21434682 Fax: 21437419
250mm PRESTRESSED CONCRETE SLAB 29.512-00 - SAFE LOAD TABLESelf Weight 456Kg/m - SAFE LOADS are exclusive of self weight 11th March 2011.
EFFECTIVE PRELIMINARY SHEAR*** BEARING PRELIMINARY SHEAR*** BEARING EQUIVALENT
SPAN UNIFORM 0 INFILLED0 INFILLED UNIFORM 2 INFILLED2 INFILLED UNIFORM
(see fig A for SAFE LOAD* HOLES HOLES SAFE LOAD* HOLES HOLES SAFE LOAD**
explanation) (for 0 infilled
holes)
(for 2 infilled
holes) meters feet Kg/m2
T/panel mm Kg/m2
T/panel mm Kg/m2
3.0 9'10" 3,805 6.85 75.00 5,395 9.71 75.00 7,611
3.5 11'6" 3,195 6.71 75.00 4,557 9.57 75.00 6,883
4.0 13'1" 2,742 6.58 75.00 3,933 9.44 75.00 5,174
4.5 14'9" 2,385 6.44 75.00 3,445 9.30 75.00 4,003
5.0 16'5" 2,100 6.30 75.00 3,053 9.16 75.00 3,165
5.5 18'0"' 1,867 6.16 75.00 2,545 9.02 75.00 2,545
6.0 19'8" 1,672 6.02 75.00 2,073 8.88 75.00 2,073
6.5 21'4" 1,507 5.88 75.00 1,706 8.74 75.00 1,706
7.0 23'0" 1,366 5.74 75.00 1,415 8.60 75.00 1,415
7.5 24'7" 1,180 5.60 75.00 1,180 8.46 75.00 1,180
8.0 26'3" 988 5.46 75.00 988 8.32 75.00 988
8.5 27'11" 828 5.32 75.00 828 8.18 75.00 828
9.0 29'6" 695 5.18 75.00 695 8.04 75.00 695
9.5 31'2" 582 5.05 75.00 582 7.91 75.70 582
10.0 32'10' 485 4.91 75.00 485 7.77 77.69 485
10.5 34'5" 402 4.77 76.24 402 7.63 79.69 402
11.0 36'0" 330 4.63 78.23 330 7.49 81.69 330
11.5 37'9" 267 4.49 80.23 267 7.35 83.68 267
12.0 39'4" 212 4.35 82.22 212 7.21 85.68 212
12.5 41'0" 164 4.21 84.22 164 7.07 87.68 164
13.0 42'8" 120 4.07 86.22 120 6.93 89.67 120
Address: St Mary Street,
Maghtab NXR 65 15, Malta.
www.gmfprecast.com Email:[email protected]
Mob: 99437538 Tel: 21434682 Fax: 21437419
Notes to Periti: (A) Load tables conforming to prEN 1168 Precast concrete products - Hollow Core Slabs with both the safe load values satisfying
the serviceability limit state (SLS)
(B) For tying requirements, refer to fib 6 publication "Special design considerations for precast prestresseed hollow core floors"
(C ) For planks resting on beams, filling of hollows in C30 concrete at supports is recommended.
(D ) The min. bearing of planks is to be 75mm up to a max. of 130mm depending on the loads & strength C25 of suletta
* For preliminary design, loads noted satisfy both the safe & the shear value
** For detailed design which addresses the actural load pattern, both the equivalent uniform safe load and shear value
have to be checked independently. For all load patterns, eg point loads, these are to be converted to equivalent uniform loads.
*** For enhanced shear values each infilled hole in C30 concrete has an additional shear value given at 1.43T/hole.
Address: St Mary Street,
Maghtab NXR 65 15, Malta.
www.gmfprecast.com Email:[email protected]
Mob: 99437538 Tel: 21434682 Fax: 21437419
330mm PRESTRESSED CONCRETE SLAB 09.812-00 - SAFE LOAD TABLESelf Weight 564Kg/m - SAFE LOADS are exclusive of self weight 11th March 2011.
EFFECTIVE PRELIMINARY SHEAR*** BEARING PRELIMINARY SHEAR*** BEARING EQUIVALENT
SPAN UNIFORM 0 INFILLED0 INFILLED UNIFORM 2 INFILLED2 INFILLED UNIFORM
(see fig A for SAFE LOAD* HOLES HOLES SAFE LOAD* HOLES HOLES SAFE LOAD**
explanation) (for 0 infilled
holes)
(for 2 infilled
holes) meters feet Kg/m2
T/panel mm Kg/m2
T/panel mm Kg/m2
3.0 9'10" 5,078 9.14 75.00 8,667 15.60 75.00 10,156
3.5 11'6" 4,271 8.97 75.00 7,348 15.43 75.00 8,542
4.0 13'1" 3,667 8.80 75.00 6,358 15.26 75.00 7,333
4.5 14'9" 3,192 8.62 75.00 5,585 15.08 75.00 6,385
5.0 16'5" 2,817 8.45 75.00 4,970 14.91 75.00 5,213
5.5 18'0"' 2,509 8.28 75.00 4,220 14.74 75.00 4,220
6.0 19'8" 2,250 8.10 75.00 3,466 14.56 75.00 3,466
6.5 21'4" 2,033 7.93 75.00 2,878 14.39 75.00 2,878
7.0 23'0" 1,848 7.76 75.00 2,412 14.22 75.00 2,412
7.5 24'7" 1,684 7.58 75.00 2,036 14.04 75.03 2,036
8.0 26'3" 1,544 7.41 75.00 1,728 13.87 77.03 1,728
8.5 27'11" 1,417 7.23 75.00 1,473 13.69 79.02 1,473
9.0 29'6" 1,260 7.06 75.00 1,260 13.52 81.02 1,260
9.5 31'2" 1,079 6.89 75.21 1,079 13.35 83.02 1,079
10.0 32'10' 924 6.71 77.20 924 13.17 85.00 924
10.5 34'5" 792 6.54 79.20 792 13.00 87.00 792
11.0 36'0" 676 6.37 81.19 676 12.83 89.00 676
11.5 37'9" 576 6.19 83.18 576 12.65 90.99 576
12.0 39'4" 488 6.02 85.18 488 12.48 92.99 488
12.5 41'0" 410 5.85 87.18 410 12.31 94.99 410
13.0 42'8" 341 5.67 89.17 341 12.13 96.97 341
13.5 44'4" 280 5.50 91.17 280 11.96 98.97 280
Address: St Mary Street,
Maghtab NXR 65 15, Malta.
www.gmfprecast.com Email:[email protected]
Mob: 99437538 Tel: 21434682 Fax: 21437419
13.5 44'4" 280 5.50 91.17 280 11.96 98.97 280
14.0 45'11" 225 5.33 93.17 225 11.79 100.97 225
14.5 47'7" 175 5.15 95.15 175 11.61 102.96 175
Notes to Periti: (A) Load tables conforming to prEN 1168 Precast concrete products - Hollow Core Slabs with both the safe load values satisfying
the serviceability limit state (SLS)
(B) For tying requirements, refer to fib 6 publication "Special design considerations for precast prestresseed hollow core floors"
(C ) For planks resting on beams, filling of hollows in C30 concrete at supports is recommended.
(D ) The min. bearing of planks is to be 75mm up to a max. of 130mm depending on the loads & strength C25 of suletta
* For preliminary design, loads noted satisfy both the safe & the shear value
** For detailed design which addresses the actural load pattern, both the equivalent uniform safe load and shear value
have to be checked independently. For all load patterns, eg point loads, these are to be converted to equivalent uniform loads.
*** For enhanced shear values each infilled hole in C30 concrete has an additional shear value given at 3.23T/hole.
Address: St Mary Street,
Maghtab NXR 65 15, Malta.
www.gmfprecast.com Email:[email protected]
Mob: 99437538 Tel: 21434682 Fax: 21437419
350mm PRESTRESSED CONCRETE SLAB 09.812-00 - SAFE LOAD TABLESelf Weight 607Kg/m - SAFE LOADS are exclusive of self weight 11th March 2011.
EFFECTIVE PRELIMINARY SHEAR*** BEARING PRELIMINARY SHEAR*** BEARING EQUIVALENT
SPAN UNIFORM 0 INFILLED0 INFILLED UNIFORM 2 INFILLED2 INFILLED UNIFORM
(see fig A for SAFE LOAD* HOLES HOLES SAFE LOAD* HOLES HOLES SAFE LOAD**
explanation) (for 0 infilled
holes)
(for 2 infilled
holes) meters feet Kg/m2
T/panel mm Kg/m2
T/panel mm Kg/m2
3.0 9'10" 5,289 9.52 75.00 9,145 16.46 75.00 10,578
3.5 11'6" 4,447 9.34 75.00 7,753 16.28 75.00 8,895
4.0 13'1" 3,812 9.15 75.00 6,704 16.09 75.00 7,625
4.5 14'9" 3,318 8.96 75.00 5,889 15.90 75.00 6,637
5.0 16'5" 2,927 8.78 75.00 5,240 15.72 75.00 5,495
5.5 18'0"' 2,603 8.59 75.00 4,447 15.53 75.00 4,447
6.0 19'8" 2,323 8.40 75.00 3,650 15.34 75.00 3,650
6.5 21'4" 2,107 8.22 75.00 3,029 15.16 75.00 3,029
7.0 23'0" 1,912 8.03 75.00 2,537 14.97 75.00 2,537
7.5 24'7" 1,742 7.84 75.00 2,140 14.78 76.16 2,140
8.0 26'3" 1,596 7.66 75.00 1,815 14.60 78.16 1,815
8.5 27'11" 1,465 7.47 75.00 1,546 14.41 80.15 1,546
9.0 29'6" 1,320 7.28 75.00 1,320 14.22 82.14 1,320
9.5 31'2" 1,129 7.10 75.76 1,129 14.04 84.15 1,129
10.0 32'10' 966 6.91 77.75 966 13.85 86.14 966
10.5 34'5" 826 6.72 79.74 826 13.66 88.13 826
11.0 36'0" 704 6.54 81.74 704 13.48 90.13 704
11.5 37'9" 598 6.35 83.73 598 13.29 92.12 598
12.0 39'4" 504 6.16 85.72 504 13.10 94.11 504
12.5 41'0" 423 5.98 87.73 423 12.92 96.11 423
13.0 42'8" 350 5.79 89.72 350 12.73 98.10 350
13.5 44'4" 285 5.60 91.71 285 12.54 100.09 285
Address: St Mary Street,
Maghtab NXR 65 15, Malta.
www.gmfprecast.com Email:[email protected]
Mob: 99437538 Tel: 21434682 Fax: 21437419
13.5 44'4" 285 5.60 91.71 285 12.54 100.09 285
14.0 45'11" 227 5.42 93.71 227 12.36 102.10 227
14.5 47'7" 175 5.23 95.70 175 12.17 104.09 175
Notes to Periti: (A) Load tables conforming to prEN 1168 Precast concrete products - Hollow Core Slabs with both the safe load values satisfying
the serviceability limit state (SLS)
(B) For tying requirements, refer to fib 6 publication "Special design considerations for precast prestresseed hollow core floors"
(C ) For planks resting on beams, filling of hollows in C30 concrete at supports is recommended.
(D ) The min. bearing of planks is to be 75mm up to a max. of 130mm depending on the loads & strength C25 of suletta
* For preliminary design, loads noted satisfy both the safe & the shear value
** For detailed design which addresses the actural load pattern, both the equivalent uniform safe load and shear value
have to be checked independently. For all load patterns, eg point loads, these are to be converted to equivalent uniform loads.
*** For enhanced shear values each infilled hole in C30 concrete has an additional shear value given at 3.47T/hole.
Address: St Mary Street,
Maghtab NXR 65 15, Malta.
www.gmfprecast.com Email:[email protected]
Mob: 99437538 Tel: 21434682 Fax: 21437419
370mm PRESTRESSED CONCRETE SLAB 09.812-00 - SAFE LOAD TABLESelf Weight 679Kg/m - SAFE LOADS are exclusive of self weight 11th March 2011.
EFFECTIVE PRELIMINARY SHEAR*** BEARING PRELIMINARY SHEAR*** BEARING EQUIVALENT
SPAN UNIFORM 0 INFILLED0 INFILLED UNIFORM 2 INFILLED2 INFILLED UNIFORM
(see fig A for SAFE LOAD* HOLES HOLES SAFE LOAD* HOLES HOLES SAFE LOAD**
explanation) (for 0 infilled
holes)
(for 2 infilled
holes) meters feet Kg/m2
T/panel mm Kg/m2
T/panel mm Kg/m2
3.0 9'10" 5,350 9.63 75.00 9,372 16.87 75.00 10,700
3.5 11'6" 4,486 9.42 75.00 7,933 16.66 75.00 8,971
4.0 13'1" 3,842 9.22 75.00 6,858 16.46 75.00 7,683
4.5 14'9" 3,337 9.01 75.00 6,019 16.25 75.00 6,674
5.0 16'5" 2,937 8.81 75.00 5,350 16.05 75.00 5,873
5.5 18'0"' 2,606 8.60 75.00 4,772 15.84 75.00 4,772
6.0 19'8" 2,330 8.39 75.00 3,912 15.63 75.00 3,912
6.5 21'4" 2,100 8.19 75.00 3,244 15.43 75.00 3,244
7.0 23'0" 1,900 7.98 75.00 2,713 15.22 75.00 2,713
7.5 24'7" 1,727 7.77 75.00 2,285 15.01 76.83 2,285
8.0 26'3" 1,577 7.57 75.00 1,935 14.81 78.83 1,935
8.5 27'11" 1,443 7.36 75.00 1,645 14.60 80.83 1,645
9.0 29'6" 1,324 7.15 75.00 1,401 14.39 82.82 1,401
9.5 31'2" 1,195 6.95 76.07 1,195 14.19 84.82 1,195
10.0 32'10' 1,020 6.74 78.07 1,020 13.98 86.82 1,020
10.5 34'5" 868 6.54 80.07 868 13.78 88.82 868
11.0 36'0" 737 6.33 82.06 737 13.57 90.81 737
11.5 37'9" 623 6.12 84.06 623 13.36 92.80 623
12.0 39'4" 522 5.92 86.06 522 13.16 94.81 522
12.5 41'0" 434 5.71 88.05 434 12.95 96.80 434
13.0 42'8" 355 5.50 90.05 355 12.74 98.79 355
13.5 44'4" 285 5.30 92.05 285 12.54 100.80 285
Address: St Mary Street,
Maghtab NXR 65 15, Malta.
www.gmfprecast.com Email:[email protected]
Mob: 99437538 Tel: 21434682 Fax: 21437419
13.5 44'4" 285 5.30 92.05 285 12.54 100.80 285
14.0 45'11" 227 5.09 94.04 227 12.33 102.79 227
14.5 47'7" 175 4.89 96.05 175 12.13 104.80 175
Notes to Periti: (A) Load tables conforming to prEN 1168 Precast concrete products - Hollow Core Slabs with both the safe load values satisfying
the serviceability limit state (SLS)
(B) For tying requirements, refer to fib 6 publication "Special design considerations for precast prestresseed hollow core floors"
(C ) For planks resting on beams, filling of hollows in C30 concrete at supports is recommended.
(D ) The min. bearing of planks is to be 75mm up to a max. of 130mm depending on the loads & strength C25 of suletta
* For preliminary design, loads noted satisfy both the safe & the shear value
** For detailed design which addresses the actural load pattern, both the equivalent uniform safe load and shear value
have to be checked independently. For all load patterns, eg point loads, these are to be converted to equivalent uniform loads.
*** For enhanced shear values each infilled hole in C30 concrete has an additional shear value given at 3.62T/hole.
Address: St Mary Street,
Maghtab NXR 65 15, Malta.
www.gmfprecast.com Email:[email protected]
Mob: 99437538 Tel: 21434682 Fax: 21437419
400mm PRESTRESSED CONCRETE SLAB 09.1112-20 - SAFE LOAD TABLESelf Weight 722Kg/m - SAFE LOADS are exclusive of self weight 11th March 2011.
EFFECTIVE PRELIMINARY SHEAR*** BEARING PRELIMINARY SHEAR*** BEARING EQUIVALENT
SPAN UNIFORM 0 INFILLED0 INFILLED UNIFORM 2 INFILLED2 INFILLED UNIFORM
(see fig A for SAFE LOAD* HOLES HOLES SAFE LOAD* HOLES HOLES SAFE LOAD**
explanation) (for 0 infilled
holes)
(for 2 infilled
holes) meters feet Kg/m2
T/panel mm Kg/m2
T/panel mm Kg/m2
3.0 9'10" 9,839 17.71 100.00 13,161 23.69 100.00 19,687
3.5 11'6" 8,329 17.49 100.00 11,176 23.47 100.00 16,657
4.0 13'1" 7,196 17.27 100.00 9,688 23.25 100.00 13,828
4.5 14'9" 6,315 17.05 100.00 8,530 23.03 100.00 10,784
5.0 16'5" 5,610 16.83 100.00 7,603 22.81 100.00 8,612
5.5 18'0"' 5,033 16.61 100.00 6,846 22.59 100.00 7,005
6.0 19'8" 4,553 16.39 100.00 5,783 22.37 100.00 5,783
6.5 21'4" 4,146 16.17 100.00 4,832 22.15 100.00 4,832
7.0 23'0" 3,798 15.95 100.00 4,077 21.93 100.00 4,077
7.5 24'7" 3,468 15.73 100.00 3,468 21.71 100.00 3,468
8.0 26'3" 2,970 15.51 100.00 2,970 21.49 100.00 2,970
8.5 27'11" 2,577 15.29 100.00 2,577 21.27 100.00 2,577
9.0 29'6" 2,211 15.07 100.00 2,211 21.05 100.00 2,211
9.5 31'2" 1,918 14.85 100.00 1,918 20.83 100.00 1,918
10.0 32'10' 1,668 14.63 100.00 1,668 20.61 100.00 1,668
10.5 34'5" 1,453 14.41 100.00 1,453 20.39 100.00 1,453
11.0 36'0" 1,267 14.19 100.00 1,267 20.17 100.00 1,267
11.5 37'9" 1,104 13.98 100.00 1,104 19.96 100.00 1,104
12.0 39'4" 961 13.76 100.00 961 19.74 100.00 961
12.5 41'0" 835 13.54 100.00 835 19.52 100.11 835
13.0 42'8" 723 13.32 100.00 723 19.30 102.10 723
13.5 44'4" 624 13.10 100.00 624 19.08 104.10 624
Address: St Mary Street,
Maghtab NXR 65 15, Malta.
www.gmfprecast.com Email:[email protected]
Mob: 99437538 Tel: 21434682 Fax: 21437419
13.5 44'4" 624 13.10 100.00 624 19.08 104.10 624
14.0 45'11" 535 12.88 100.08 535 18.86 106.10 535
14.5 47'7" 455 12.66 102.07 455 18.64 108.09 455
15.0 49'3" 382 12.44 104.07 382 18.42 110.09 382
15.5 50'10" 317 12.22 106.07 317 18.20 112.09 317
16.0 52'6" 238 12.00 108.06 238 17.98 114.08 238
16.5 54'2" 204 11.78 110.06 204 17.76 116.08 204
17.0 55'9" 155 11.56 112.06 155 17.54 118.08 155
17.5 57'5" 109 11.34 114.05 109 17.32 120.07 109
Notes to Periti: (A) Load tables conforming to prEN 1168 Precast concrete products - Hollow Core Slabs with both the safe load values satisfying
the serviceability limit state (SLS)
(B) For tying requirements, refer to fib 6 publication "Special design considerations for precast prestresseed hollow core floors"
(C ) For planks resting on beams, filling of hollows in C30 concrete at supports is recommended.
(D ) The min. bearing of planks is to be 100mm up to a max. of 130mm depending on the loads & strength C30 of suletta.
* For preliminary design, loads noted satisfy both the safe & the shear value
** For detailed design which addresses the actural load pattern, both the equivalent uniform safe load and shear value
have to be checked independently. For all load patterns, eg point loads, these are to be converted to equivalent uniform loads.
*** For enhanced shear values each infilled hole in C30 concrete has an additional shear value given at 2.99T/hole.
Address: St Mary Street,
Maghtab NXR 65 15, Malta.
www.gmfprecast.com Email:[email protected]
Mob: 99437538 Tel: 21434682 Fax: 21437419
425mm PRESTRESSED CONCRETE SLAB 09.1112-29 - SAFE LOAD TABLESelf Weight 792Kg/m - SAFE LOADS are exclusive of self weight 11th March 2011.
EFFECTIVE PRELIMINARY SHEAR*** BEARING PRELIMINARY SHEAR*** BEARING EQUIVALENT
SPAN UNIFORM 0 INFILLED0 INFILLED UNIFORM 2 INFILLED2 INFILLED UNIFORM
(see fig A for SAFE LOAD* HOLES HOLES SAFE LOAD* HOLES HOLES SAFE LOAD**
explanation) (for 0 infilled
holes)
(for 2 infilled
holes) meters feet Kg/m2
T/panel mm Kg/m2
T/panel mm Kg/m2
3.0 9'10" 11,050 19.89 100.00 14,617 26.31 100.00 22,100
3.5 11'6" 9,357 19.65 100.00 12,415 26.07 100.00 18,714
4.0 13'1" 8,087 19.41 100.00 10,763 25.83 100.00 15,191
4.5 14'9" 7,100 19.17 100.00 9,478 25.59 100.00 11,854
5.0 16'5" 6,307 18.92 100.00 8,447 25.34 100.00 9,467
5.5 18'0"' 5,661 18.68 100.00 7,606 25.10 100.00 7,701
6.0 19'8" 5,122 18.44 100.00 6,358 24.86 100.00 6,358
6.5 21'4" 4,667 18.20 100.00 5,312 24.62 100.00 5,312
7.0 23'0" 4,276 17.96 100.00 4,483 24.38 100.00 4,483
7.5 24'7" 3,814 17.72 100.00 3,814 24.14 100.00 3,814
8.0 26'3" 3,266 17.47 100.00 3,266 23.89 100.00 3,266
8.5 27'11" 2,812 17.23 100.00 2,812 23.65 100.00 2,812
9.0 29'6" 2,432 16.99 100.00 2,432 23.41 100.00 2,432
9.5 31'2" 2,110 16.75 100.00 2,110 23.17 100.00 2,110
10.0 32'10' 1,835 16.51 100.00 1,835 22.93 100.00 1,835
10.5 34'5" 1,599 16.27 100.00 1,599 22.69 100.00 1,599
11.0 36'0" 1,394 16.02 100.00 1,394 22.44 100.00 1,394
11.5 37'9" 1,215 15.78 100.00 1,215 22.20 100.00 1,215
12.0 39'4" 1,058 15.54 100.00 1,058 21.96 100.85 1,058
12.5 41'0" 919 15.30 100.00 919 21.72 102.85 919
13.0 42'8" 797 15.06 100.00 797 21.48 104.85 797
13.5 44'4" 687 14.82 100.38 687 21.24 106.85 687
Address: St Mary Street,
Maghtab NXR 65 15, Malta.
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Mob: 99437538 Tel: 21434682 Fax: 21437419
13.5 44'4" 687 14.82 100.38 687 21.24 106.85 687
14.0 45'11" 589 14.58 102.38 589 21.00 108.84 589
14.5 47'7" 501 14.33 104.37 501 20.75 110.83 501
15.0 49'3" 422 14.09 106.37 422 20.51 112.83 422
15.5 50'10" 350 13.85 108.36 350 20.27 114.83 350
16.0 52'6" 285 13.61 110.36 285 20.03 116.83 285
16.5 54'2" 226 13.37 112.36 226 19.79 118.82 226
17.0 55'9" 172 13.13 114.36 172 19.55 120.82 172
17.5 57'5" 122 12.88 116.34 122 19.30 122.81 122
Notes to Periti: (A) Load tables conforming to prEN 1168 Precast concrete products - Hollow Core Slabs with both the safe load values satisfying
the serviceability limit state (SLS)
(B) For tying requirements, refer to fib 6 publication "Special design considerations for precast prestresseed hollow core floors"
(C ) For planks resting on beams, filling of hollows in C30 concrete at supports is recommended.
(D ) The min. bearing of planks is to be 100mm up to a max. of 130mm depending on the loads & strength C30 of suletta.
* For preliminary design, loads noted satisfy both the safe & the shear value
** For detailed design which addresses the actural load pattern, both the equivalent uniform safe load and shear value
have to be checked independently. For all load patterns, eg point loads, these are to be converted to equivalent uniform loads.
*** For enhanced shear values each infilled hole in C30 concrete has an additional shear value given at 3.21T/hole.
Address: St Mary Street,
Maghtab NXR 65 15, Malta.
www.gmfprecast.com Email:[email protected]
Mob: 99437538 Tel: 21434682 Fax: 21437419
450mm PRESTRESSED CONCRETE SLAB 09.1112-29 - SAFE LOAD TABLESelf Weight 818Kg/m - SAFE LOADS are exclusive of self weight 11th March 2011.
EFFECTIVE PRELIMINARY SHEAR*** BEARING PRELIMINARY SHEAR*** BEARING EQUIVALENT
SPAN UNIFORM 0 INFILLED0 INFILLED UNIFORM 2 INFILLED2 INFILLED UNIFORM
(see fig A for SAFE LOAD* HOLES HOLES SAFE LOAD* HOLES HOLES SAFE LOAD**
explanation) (for 0 infilled
holes)
(for 2 infilled
holes) meters feet Kg/m2
T/panel mm Kg/m2
T/panel mm Kg/m2
3.0 9'10" 12,733 22.92 100.00 16,611 29.90 100.00 25,476
3.5 11'6" 10,795 22.67 100.00 14,119 29.65 100.00 21,590
4.0 13'1" 9,342 22.42 100.00 12,250 29.40 100.00 16,635
4.5 14'9" 8,211 22.17 100.00 10,797 29.15 100.00 13,227
5.0 16'5" 7,307 21.92 100.00 9,634 28.90 100.00 10,575
5.5 18'0"' 6,570 21.68 100.00 8,612 28.66 100.00 8,612
6.0 19'8" 5,953 21.43 100.00 7,120 28.41 100.00 7,120
6.5 21'4" 5,431 21.18 100.00 5,958 28.16 100.00 5,958
7.0 23'0" 4,983 20.93 100.00 5,037 27.91 100.00 5,037
7.5 24'7" 4,293 20.68 100.00 4,293 27.66 100.00 4,293
8.0 26'3" 3,685 20.43 100.00 3,685 27.41 100.00 3,685
8.5 27'11" 3,180 20.18 100.00 3,180 27.16 100.00 3,180
9.0 29'6" 2,758 19.94 100.00 2,758 26.92 100.00 2,758
9.5 31'2" 2,400 19.69 100.00 2,400 26.67 100.00 2,400
10.0 32'10' 2,095 19.44 100.00 2,095 26.42 100.00 2,095
10.5 34'5" 1,832 19.19 100.00 1,832 26.17 100.00 1,832
11.0 36'0" 1,604 18.94 100.00 1,604 25.92 100.54 1,604
11.5 37'9" 1,405 18.69 100.00 1,405 25.67 102.53 1,405
12.0 39'4" 1,231 18.44 100.00 1,231 25.42 104.53 1,231
12.5 41'0" 1,077 18.20 100.00 1,077 25.18 106.53 1,077
13.0 42'8" 940 17.95 101.50 940 24.93 108.53 940
13.5 44'4" 819 17.70 103.49 819 24.68 110.52 819
Address: St Mary Street,
Maghtab NXR 65 15, Malta.
www.gmfprecast.com Email:[email protected]
Mob: 99437538 Tel: 21434682 Fax: 21437419
13.5 44'4" 819 17.70 103.49 819 24.68 110.52 819
14.0 45'11" 710 17.45 105.49 710 24.43 112.52 710
14.5 47'7" 612 17.20 107.49 612 24.18 114.51 612
15.0 49'3" 524 16.95 109.48 524 23.93 116.51 524
15.5 50'10" 444 16.70 111.48 444 23.68 118.50 444
16.0 52'6" 372 16.46 113.48 372 23.44 120.51 372
16.5 54'2" 306 16.21 115.48 306 23.19 122.51 306
17.0 55'9" 246 15.96 117.47 246 22.94 124.50 246
17.5 57'5" 191 15.71 119.47 191 22.69 126.50 191
18.0 59'0" 140 15.46 121.46 140 22.44 128.49 140
Notes to Periti: (A) Load tables conforming to prEN 1168 Precast concrete products - Hollow Core Slabs with both the safe load values satisfying
the serviceability limit state (SLS)
(B) For tying requirements, refer to fib 6 publication "Special design considerations for precast prestresseed hollow core floors"
(C ) For planks resting on beams, filling of hollows in C30 concrete at supports is recommended.
(D ) The min. bearing of planks is to be 100mm up to a max. of 130mm depending on the loads & strength C30 of suletta.
* For preliminary design, loads noted satisfy both the safe & the shear value
** For detailed design which addresses the actural load pattern, both the equivalent uniform safe load and shear value
have to be checked independently. For all load patterns, eg point loads, these are to be converted to equivalent uniform loads.
*** For enhanced shear values each infilled hole in C30 concrete has an additional shear value given at 3.49T/hole.
# Note 18m limiting span due to transport.
Address: St Mary Street,
Maghtab NXR 65 15, Malta.
www.gmfprecast.com Email:[email protected]
Mob: 99437538 Tel: 21434682 Fax: 21437419
470mm PRESTRESSED CONCRETE SLAB 09.1312-29 - SAFE LOAD TABLESelf Weight 854Kg/m - SAFE LOADS are exclusive of self weight 11th March 2011.
EFFECTIVE PRELIMINARY SHEAR*** BEARING PRELIMINARY SHEAR*** BEARING EQUIVALENT
SPAN UNIFORM 0 INFILLED0 INFILLED UNIFORM 2 INFILLED2 INFILLED UNIFORM
(see fig A for SAFE LOAD* HOLES HOLES SAFE LOAD* HOLES HOLES SAFE LOAD**
explanation) (for 0 infilled
holes)
(for 2 infilled
holes) meters feet Kg/m2
T/panel mm Kg/m2
T/panel mm Kg/m2
3.0 9'10" 12,922 23.26 100.00 16,923 30.46 100.00 25,844
3.5 11'6" 10,952 23.00 100.00 14,381 30.20 100.00 21,905
4.0 13'1" 9,475 22.74 100.00 12,475 29.94 100.00 18,950
4.5 14'9" 8,330 22.49 100.00 10,997 29.69 100.00 16,657
5.0 16'5" 7,410 22.23 100.00 9,810 29.43 100.00 13,347
5.5 18'0"' 6,645 21.93 100.00 8,827 29.13 100.00 10,898
6.0 19'8" 6,030 21.71 100.00 8,031 28.91 100.00 9,035
6.5 21'4" 5,500 21.45 100.00 7,346 28.65 100.00 7,586
7.0 23'0" 5,045 21.19 100.00 6,435 28.39 100.00 6,435
7.5 24'7" 4,651 20.93 100.00 5,507 28.13 100.00 5,507
8.0 26'3" 4,306 20.67 100.00 4,748 27.87 100.00 4,748
8.5 27'11" 4,002 20.41 100.00 4,118 27.61 100.00 4,118
9.0 29'6" 3,591 20.15 100.00 3,591 27.35 100.00 3,591
9.5 31'2" 3,145 19.89 100.00 3,145 27.09 100.00 3,145
10.0 32'10' 2,763 19.63 100.00 2,763 26.83 100.00 2,763
10.5 34'5" 2,435 19.37 100.00 2,435 26.57 100.00 2,435
11.0 36'0" 2,151 19.11 100.00 2,151 26.31 101.17 2,151
11.5 37'9" 1,903 18.85 100.00 1,903 26.05 103.16 1,903
12.0 39'4" 1,685 18.59 100.00 1,685 25.79 105.16 1,685
12.5 41'0" 1,493 18.33 100.00 1,493 25.53 107.16 1,493
13.0 42'8" 1,323 18.07 101.90 1,323 25.27 109.15 1,323
13.5 44'4" 1,171 17.81 103.90 1,171 25.01 111.15 1,171
Address: St Mary Street,
Maghtab NXR 65 15, Malta.
www.gmfprecast.com Email:[email protected]
Mob: 99437538 Tel: 21434682 Fax: 21437419
13.5 44'4" 1,171 17.81 103.90 1,171 25.01 111.15 1,171
14.0 45'11" 1,035 17.55 105.90 1,035 24.75 113.15 1,035
14.5 47'7" 913 17.29 107.89 913 24.49 115.14 913
15.0 49'3" 803 17.04 109.90 803 24.24 117.15 803
15.5 50'10" 704 16.78 111.89 704 23.98 119.14 704
16.0 52'6" 614 16.52 113.89 614 23.72 121.14 614
16.5 54'2" 531 16.26 115.89 531 23.46 123.14 531
17.0 55'9" 456 16.00 117.88 456 23.20 125.13 456
17.5 57'5" 388 15.74 119.88 388 22.94 127.13 388
18.0 59'0" 324 15.48 121.87 324 22.68 129.12 324
Notes to Periti: (A) Load tables conforming to prEN 1168 Precast concrete products - Hollow Core Slabs with both the safe load values satisfying
the serviceability limit state (SLS)
(B) For tying requirements, refer to fib 6 publication "Special design considerations for precast prestresseed hollow core floors"
(C ) For planks resting on beams, filling of hollows in C30 concrete at supports is recommended.
(D ) The min. bearing of planks is to be 100mm up to a max. of 130mm depending on the loads & strength C30 of suletta.
* For preliminary design, loads noted satisfy both the safe & the shear value
** For detailed design which addresses the actural load pattern, both the equivalent uniform safe load and shear value
have to be checked independently. For all load patterns, eg point loads, these are to be converted to equivalent uniform loads.
*** For enhanced shear values each infilled hole in C30 concete has an additional shear value given at 3.60T/hole.
# Note 18m limiting span due to transport.
Address: St Mary Street,
Maghtab NXR 65 15, Malta.
www.gmfprecast.com Email:[email protected]
Mob: 99437538 Tel: 21434682 Fax: 21437419
500mm PRESTRESSED CONCRETE SLAB 09.1312-29 - SAFE LOAD TABLESelf Weight 981Kg/m - SAFE LOADS are exclusive of self weight 11th March 2011.
EFFECTIVE PRELIMINARY SHEAR*** BEARING PRELIMINARY SHEAR*** BEARING EQUIVALENT
SPAN UNIFORM 0 INFILLED0 INFILLED UNIFORM 2 INFILLED2 INFILLED UNIFORM
(see fig A for SAFE LOAD* HOLES HOLES SAFE LOAD* HOLES HOLES SAFE LOAD**
explanation) (for 0 infilled
holes)
(for 2 infilled
holes) meters feet Kg/m2
T/panel mm Kg/m2
T/panel mm Kg/m2
3.0 9'10" 15,578 28.04 100.00 19,512 35.12 100.00 31,156
3.5 11'6" 13,205 27.73 100.00 16,577 34.81 100.00 26,410
4.0 13'1" 11,433 27.44 100.00 14,384 34.52 100.00 23,137
4.5 14'9" 10,052 27.14 100.00 12,674 34.22 100.00 18,097
5.0 16'5" 8,947 26.84 100.00 11,307 33.92 100.00 14,492
5.5 18'0"' 8,042 26.54 100.00 10,188 33.62 100.00 11,824
6.0 19'8" 7,289 26.24 100.00 9,256 33.32 100.00 9,795
6.5 21'4" 6,651 25.94 100.00 8,216 33.02 100.00 8,216
7.0 23'0" 6,105 25.64 100.00 6,963 32.72 100.00 6,963
7.5 24'7" 5,631 25.34 100.00 5,952 32.42 100.00 5,952
8.0 26'3" 5,125 25.04 100.00 5,125 32.12 100.00 5,125
8.5 27'11" 4,440 24.74 100.00 4,440 31.82 100.00 4,440
9.0 29'6" 3,865 24.44 100.00 3,865 31.52 100.00 3,865
9.5 31'2" 3,379 24.14 100.00 3,379 31.22 100.07 3,379
10.0 32'10' 2,964 23.85 100.00 2,964 30.93 102.07 2,964
10.5 34'5" 2,607 23.55 100.00 2,607 30.63 104.07 2,607
11.0 36'0" 2,297 23.25 100.00 2,297 30.33 106.06 2,297
11.5 37'9" 2,027 22.95 100.93 2,027 30.03 108.05 2,027
12.0 39'4" 1,790 22.65 102.92 1,790 29.73 110.05 1,790
12.5 41'0" 1,580 22.35 104.91 1,580 29.43 112.04 1,580
13.0 42'8" 1,395 22.05 106.91 1,395 29.13 114.04 1,395
13.5 44'4" 1,230 21.75 108.90 1,230 28.83 116.03 1,230
Address: St Mary Street,
Maghtab NXR 65 15, Malta.
www.gmfprecast.com Email:[email protected]
Mob: 99437538 Tel: 21434682 Fax: 21437419
13.5 44'4" 1,230 21.75 108.90 1,230 28.83 116.03 1,230
14.0 45'11" 1,082 21.45 110.90 1,082 28.53 118.03 1,082
14.5 47'7" 949 21.15 112.89 949 28.23 120.02 949
15.0 49'3" 829 20.85 114.89 829 27.93 122.01 829
15.5 50'10" 721 20.55 116.88 721 27.63 124.01 721
16.0 52'6" 623 20.25 118.87 623 27.33 126.00 623
16.5 54'2" 533 19.95 120.87 533 27.03 128.00 533
17.0 55'9" 451 19.65 122.86 451 26.73 129.99 451
17.5 57'5" 376 19.35 124.86 376 26.43 130.00 376
18.0 59'0" 307 19.05 126.85 307 26.13 130.00 307
Notes to Periti: (A) Load tables conforming to prEN 1168 Precast concrete products - Hollow Core Slabs with both the safe load values satisfying
the serviceability limit state (SLS)
(B) For tying requirements, refer to fib 6 publication "Special design considerations for precast prestresseed hollow core floors"
(C ) For planks resting on beams, filling of hollows in C30 concrete at supports is recommended.
(D ) The min. bearing of planks is to be 100mm up to a max. of 130mm depending on the loads & strength C30 of suletta.
* For preliminary design, loads noted satisfy both the safe & the shear value
** For detailed design which addresses the actural load pattern, both the equivalent uniform safe load and shear value
have to be checked independently. For all load patterns, eg point loads, these are to be converted to equivalent uniform loads.
*** For enhanced shear values each infilled hole in C30 concrete has an additional shear value given at 3.54T/hole.
Note 18m limiting span due to transport.
Address: St Mary Street,
Maghtab NXR 65 15, Malta.
www.gmfprecast.com Email:[email protected]
Mob: 99437538 Tel: 21434682 Fax: 21437419
525mm PRESTRESSED CONCRETE SLAB 09.1312-29 - SAFE LOAD TABLESelf Weight 1051Kg/m - SAFE LOADS are exclusive of self weight 11th March 2011.
EFFECTIVE PRELIMINARY SHEAR*** BEARING PRELIMINARY SHEAR*** BEARING EQUIVALENT
SPAN UNIFORM 0 INFILLED0 INFILLED UNIFORM 2 INFILLED2 INFILLED UNIFORM
(see fig A for SAFE LOAD* HOLES HOLES SAFE LOAD* HOLES HOLES SAFE LOAD**
explanation) (for 0 infilled
holes)
(for 2 infilled
holes) meters feet Kg/m2
T/panel mm Kg/m2
T/panel mm Kg/m2
3.0 9'10" 16,144 29.06 100.00 20,967 37.74 100.00 32,289
3.5 11'6" 13,690 28.75 100.00 17,824 37.43 100.00 27,380
4.0 13'1" 11,846 28.43 100.00 15,463 37.11 100.00 23,692
4.5 14'9" 10,415 28.12 100.00 13,630 36.80 100.00 18,862
5.0 16'5" 9,267 27.80 100.00 12,160 36.48 100.00 15,099
5.5 18'0"' 8,327 27.48 100.00 10,958 36.16 100.00 12,315
6.0 19'8" 7,547 27.17 100.00 9,959 35.85 100.00 10,197
6.5 21'4" 6,885 26.85 100.00 8,550 35.53 100.00 8,550
7.0 23'0" 6,317 26.53 100.00 7,242 35.21 100.00 7,242
7.5 24'7" 5,827 26.22 100.00 6,187 34.90 100.00 6,187
8.0 26'3" 5,324 25.90 100.00 5,324 34.58 100.00 5,324
8.5 27'11" 4,608 25.59 100.00 4,608 34.27 100.00 4,608
9.0 29'6" 4,008 25.27 100.00 4,008 33.95 100.90 4,008
9.5 31'2" 3,501 24.95 100.00 3,501 33.63 102.90 3,501
10.0 32'10' 3,068 24.64 100.00 3,068 33.32 104.90 3,068
10.5 34'5" 2,695 24.32 100.00 2,695 33.00 106.90 2,695
11.0 36'0" 2,372 24.01 100.16 2,372 32.69 108.90 2,372
11.5 37'9" 2,090 23.69 102.16 2,090 32.37 110.90 2,090
12.0 39'4" 1,842 23.37 104.15 1,842 32.05 112.89 1,842
12.5 41'0" 1,624 23.06 106.16 1,624 31.74 114.90 1,624
13.0 42'8" 1,430 22.74 108.15 1,430 31.42 116.89 1,430
13.5 44'4" 1,258 22.43 110.16 1,258 31.11 118.90 1,258
Address: St Mary Street,
Maghtab NXR 65 15, Malta.
www.gmfprecast.com Email:[email protected]
Mob: 99437538 Tel: 21434682 Fax: 21437419
13.5 44'4" 1,258 22.43 110.16 1,258 31.11 118.90 1,258
14.0 45'11" 1,103 22.11 112.15 1,103 30.79 120.89 1,103
14.5 47'7" 965 21.79 114.15 965 30.47 122.89 965
15.0 49'3" 840 21.48 116.15 840 30.16 124.89 840
15.5 50'10" 727 21.16 118.15 727 29.84 126.89 727
16.0 52'6" 624 20.85 120.15 624 29.53 128.89 624
16.5 54'2" 530 20.53 122.15 530 29.21 130.00 530
17.0 55'9" 445 20.21 124.14 445 28.89 130.00 445
17.5 57'5" 367 19.90 126.15 367 28.58 130.00 367
18.0 59'0" 295 19.58 128.15 295 28.26 130.00 295
Notes to Periti: (A) Load tables conforming to prEN 1168 Precast concrete products - Hollow Core Slabs with both the safe load values satisfying
the serviceability limit state (SLS)
(B) For tying requirements, refer to fib 6 publication "Special design considerations for precast prestresseed hollow core floors"
(C ) For planks resting on beams, filling of hollows in C30 concrete at supports is recommended.
(D ) The min. bearing of planks is to be 100mm up to a max. of 130mm depending on the loads & strength C30 of suletta.
* For preliminary design, loads noted satisfy both the safe & the shear value
** For detailed design which addresses the actural load pattern, both the equivalent uniform safe load and shear value
have to be checked independently. For all load patterns, eg point loads, these are to be converted to equivalent uniform loads.
*** For enhanced shear values each infilled hole in C30 concrete has an additional shear value given at 4.34T/hole.
Note 18m limiting span due to transport.
Address: St Mary Street,
Maghtab NXR 65 15, Malta.
www.gmfprecast.com Email:[email protected]
Mob: 99437538 Tel: 21434682 Fax: 21437419