Ponding: Difference between revisions

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== Moments of Inertia of Roof sheets ==
== Moments of Inertia of Roof sheets ==
{| class="wikitable"
{| class="wikitable"
|+
!Type
!Type
!0.63
!t = 0.63 mm
!0.75
!t = 0.75 mm
!0.88
!t = 0.88 mm
!t = 1.00 mm
!t = 1.13 mm
!t = 1.25 mm
!t = 1.50 mm
|-
|-
|SAB18/988
|2500
|3000
|3600
|4100
|
|
|
|
|-
|SAB27/1000
|5900
|7100
|8500
|9700
|
|
|
|-
|SAB42/960
|17800
|22100
|25200
|
|
|
|
|-
|SAB19/1050
|3700
|4600
|5500
|6300
|
|
|
|-
|SAB30/1100
|5200
|6600
|8200
|9800
|
|
|
|-
|SAB35/1035
|9400
|12000
|14900
|17600
|
|
|
|-
|SAB40/915
|13900
|17600
|21900
|26000
|
|
|
|-
|SAB45/900
|22800
|28800
|35500
|42000
|
|
|
|-
|SAB50/1000
|18400
|23200
|28800
|34200
|
|
|
|-
|SAB19KD/1050
|3800
|4600
|5500
|6300
|
|
|
|-
|SAB30KD/1050
|7700
|9800
|12200
|14200
|
|
|
|-
|SAB45KD/1000
|13000
|16200
|19200
|21900
|
|
|
|
|
|
|-
|-
|SAB58KD/945
|19700
|28500
|36000
|42900
|
|
|
|
|
|-
|SAB35R/1035
|
|
|15800
|19200
|22400
|
|28200
|
|
|-
|-
|SAB40R/915
|
|
|24800
|29300
|33500
|
|
|42300
|
|
|-
|SAB50R/1000
|
|31400
|38300
|44800
|
|57900
|
|-
|SAB70R/800
|
|79600
|97200
|111800
|
|141000
|
|-
|SAB85R/1120
|
|84900
|103800
|121700
|141600
|157200
|189700
|-
|SAB89R/915
|
|107800
|128900
|147900
|167900
|186400
|
|-
|SAB100R/825
|
|148800
|176000
|201200
|
|253600
|
|-
|SAB106R+/750
|
|186600
|219800
|250300
|
|314400
|
|-
|SAB110R/1000
|
|148400
|179600
|208400
|
|
|
|-
|SAB135R/930
|
|323000
|354000
|383000
|435000
|483000
|583000
|-
|SAB153R/840
|
|375000
|434000
|489000
|556000
|617000
|744000
|-
|SAB158R/750
|
|476000
|536000
|591000
|671000
|745000
|899000
|-
|SAB200R/750
|
|772300
|901500
|1018900
|1211400
|1389100
|1676100
|-
|SAB200R/840
|
|
|646000
|772800
|891600
|1022100
|1143900
|1401400
|}
|}

Revision as of 13:35, 28 August 2023

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

Moments of Inertia of Roof sheets

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 2500 3000 3600 4100
SAB27/1000 5900 7100 8500 9700
SAB42/960 17800 22100 25200
SAB19/1050 3700 4600 5500 6300
SAB30/1100 5200 6600 8200 9800
SAB35/1035 9400 12000 14900 17600
SAB40/915 13900 17600 21900 26000
SAB45/900 22800 28800 35500 42000
SAB50/1000 18400 23200 28800 34200
SAB19KD/1050 3800 4600 5500 6300
SAB30KD/1050 7700 9800 12200 14200
SAB45KD/1000 13000 16200 19200 21900
SAB58KD/945 19700 28500 36000 42900
SAB35R/1035 15800 19200 22400 28200
SAB40R/915 24800 29300 33500 42300
SAB50R/1000 31400 38300 44800 57900
SAB70R/800 79600 97200 111800 141000
SAB85R/1120 84900 103800 121700 141600 157200 189700
SAB89R/915 107800 128900 147900 167900 186400
SAB100R/825 148800 176000 201200 253600
SAB106R+/750 186600 219800 250300 314400
SAB110R/1000 148400 179600 208400
SAB135R/930 323000 354000 383000 435000 483000 583000
SAB153R/840 375000 434000 489000 556000 617000 744000
SAB158R/750 476000 536000 591000 671000 745000 899000
SAB200R/750 772300 901500 1018900 1211400 1389100 1676100
SAB200R/840 646000 772800 891600 1022100 1143900 1401400
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