Ponding: Difference between revisions

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(Created page with "BACK == Introduction == This page contains information about ponding. Since 2023 ponding is implemented in XFEM4U. The theory of the implementatie of ponding is according to the scientific insights of prof. Blaauwendraad. In the latest Heron Journal this method is implemented described in detail. [http://heronjournal.nl/67-2/3.pdf Link to heron journal]")
 
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The theory of the implementatie of ponding is according to the scientific insights of prof. Blaauwendraad. In the latest Heron Journal this method is implemented described in detail. [http://heronjournal.nl/67-2/3.pdf Link to heron journal]
The theory of the implementatie of ponding is according to the scientific insights of prof. Blaauwendraad. In the latest Heron Journal this method is implemented described in detail. [http://heronjournal.nl/67-2/3.pdf Link to heron journal]
Manual for the use of the ponding module can be opened using [https://software.struct4u.com/downloads/Documentation/Handleiding%20wateraccumulatie%20in%20XFEM4U%20V0.5.pdf this] link.
== Moments of Inertia of Roof sheets ==
{| class="wikitable"
|+Moments of Inertia of SAB Roofsheets in mm4/mm1
!Type
!t = 0.63 mm
!t = 0.75 mm
!t = 0.88 mm
!t = 1.00 mm
!t = 1.13 mm
!t = 1.25 mm
!t = 1.50 mm
|-
|SAB18/988
|25
|30
|36
|41
|
|
|
|-
|SAB27/1000
|59
|71
|85
|97
|
|
|
|-
|SAB42/960
|178
|221
|252
|
|
|
|
|-
|SAB19/1050
|37
|46
|55
|63
|
|
|
|-
|SAB30/1100
|52
|66
|82
|98
|
|
|
|-
|SAB35/1035
|94
|120
|149
|176
|
|
|
|-
|SAB40/915
|139
|176
|219
|260
|
|
|
|-
|SAB45/900
|228
|288
|355
|420
|
|
|
|-
|SAB50/1000
|184
|232
|288
|342
|
|
|
|-
|SAB19KD/1050
|38
|46
|55
|63
|
|
|
|-
|SAB30KD/1050
|77
|98
|122
|142
|
|
|
|-
|SAB45KD/1000
|130
|162
|192
|219
|
|
|
|-
|SAB58KD/945
|197
|285
|360
|429
|
|
|
|-
|SAB35R/1035
|
|158
|192
|224
|
|282
|
|-
|SAB40R/915
|
|248
|293
|335
|
|423
|
|-
|SAB50R/1000
|
|314
|383
|448
|
|579
|
|-
|SAB70R/800
|
|796
|972
|1118
|
|1410
|
|-
|SAB85R/1120
|
|849
|1038
|1217
|1416
|1572
|1897
|-
|SAB89R/915
|
|1078
|1289
|1479
|1679
|1864
|
|-
|SAB100R/825
|
|1488
|1760
|2012
|
|2536
|
|-
|SAB106R+/750
|
|1866
|2198
|2503
|
|3144
|
|-
|SAB110R/1000
|
|1484
|1796
|2084
|
|
|
|-
|SAB135R/930
|
|3230
|3540
|3830
|4350
|4830
|5830
|-
|SAB153R/840
|
|3750
|4340
|4890
|5560
|6170
|7440
|-
|SAB158R/750
|
|4760
|5360
|5910
|6710
|7450
|8990
|-
|SAB200R/750
|
|7723
|9015
|10189
|12114
|13891
|16761
|-
|SAB200R/840
|
|6460
|7728
|8916
|10221
|11439
|14014
|}

Latest revision as of 22:47, 23 May 2024

BACK

Introduction

This page contains information about ponding.

Since 2023 ponding is implemented in XFEM4U.

The theory of the implementatie of ponding is according to the scientific insights of prof. Blaauwendraad. In the latest Heron Journal this method is implemented described in detail. Link to heron journal

Manual for the use of the ponding module can be opened using this link.

Moments of Inertia of Roof sheets

Moments of Inertia of SAB Roofsheets in mm4/mm1
Type t = 0.63 mm t = 0.75 mm t = 0.88 mm t = 1.00 mm t = 1.13 mm t = 1.25 mm t = 1.50 mm
SAB18/988 25 30 36 41
SAB27/1000 59 71 85 97
SAB42/960 178 221 252
SAB19/1050 37 46 55 63
SAB30/1100 52 66 82 98
SAB35/1035 94 120 149 176
SAB40/915 139 176 219 260
SAB45/900 228 288 355 420
SAB50/1000 184 232 288 342
SAB19KD/1050 38 46 55 63
SAB30KD/1050 77 98 122 142
SAB45KD/1000 130 162 192 219
SAB58KD/945 197 285 360 429
SAB35R/1035 158 192 224 282
SAB40R/915 248 293 335 423
SAB50R/1000 314 383 448 579
SAB70R/800 796 972 1118 1410
SAB85R/1120 849 1038 1217 1416 1572 1897
SAB89R/915 1078 1289 1479 1679 1864
SAB100R/825 1488 1760 2012 2536
SAB106R+/750 1866 2198 2503 3144
SAB110R/1000 1484 1796 2084
SAB135R/930 3230 3540 3830 4350 4830 5830
SAB153R/840 3750 4340 4890 5560 6170 7440
SAB158R/750 4760 5360 5910 6710 7450 8990
SAB200R/750 7723 9015 10189 12114 13891 16761
SAB200R/840 6460 7728 8916 10221 11439 14014
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