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