Staalverbindingen en members
IDEA StatiCa is software voor het ontwerpen van staalverbindingen voor alle soorten las- en boutverbindingen, voetplaten, funderingen en verankeringen. Het stelt u ook in staat om knik en stabiliteit van stalen liggers te berekenen.
- Intuïtief ontwerp van eenvoudige en zelfs zeer complexe verbindingen
- Voldoet/ Voldoet niet -resultaten voor elke verbinding, gebaseerd op Eurocode, AISC, etc.
- Keuze uit o.a. 250 verbindings sjablonen en 10.000+ configuraties
- Gemakkelijke toepassing van de belastingen op het project
- Volledig rapport inclusief stijfheid, seismiciteit en knik
Wij berekenen uw verbindingen
Bekijk hoe IDEA StatiCa een van de grootste problemen van ontwerpen in staal omzet in een praktische oplossing voor uw dagelijkse werk. Ongeacht de complexiteit van topologie of belasting, u kunt alle staalverbindingen die uw project vereist, ontwerpen en controleren volgens de norm. En ontvang een uitgebreid rapport dat het aan iedereen zal bewijzen. Dit is een tool voor het ontwerpen van verbindingen die elke constructeur en detail ontwerper verdient.
Steel
BIM LINKS OM UW PRODUCTIVITEIT TE VERHOGEN
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"value": "<h2>1 Nieuw project</h2>\n<p>Start <strong>IDEA StatiCa </strong><a href=\"https://www.ideastatica.com/product-downloads\">(download de nieuwste versie</a>) en download en open het <a data-asset-id=\"01d5b386-1ee1-4b61-8112-698a6d8f028a\" href=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5cccbafd-d11f-4eed-9244-be305e0acedc/CapacityDesign_start.ideaCon\">bronprojectbestand</a>. Het ontwerp van de verbinding is klaar en wordt voorbereid voor de standaard Stress/Strain-analyse.</p>\n<p><em>Opmerking: Andere seismische verbindingsontwerpen zijn te vinden in de set sjablonen </em><strong>Seismic</strong><em> in de kolom </em><strong>Define Geometry (Geometrie definiëren</strong><em> ) in de verbindingswizard sinds versie 25.0.</em></p>\n<figure data-asset-id=\"c848e4e4-1a55-4b25-aa51-34501e38e6d9\" data-image-id=\"c848e4e4-1a55-4b25-aa51-34501e38e6d9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/80aadeea-a569-4606-8cc4-80498d9cf70c/Capacity%20design_01.png\" data-asset-id=\"c848e4e4-1a55-4b25-aa51-34501e38e6d9\" data-image-id=\"c848e4e4-1a55-4b25-aa51-34501e38e6d9\" alt=\"\"></figure>\n<h2>2 Berekening en controle</h2>\n<p>Start de spanning/rekanalyse met de knop <strong>Berekenen</strong> in het lint. Het rekenmodel wordt automatisch gegenereerd, de berekening wordt uitgevoerd en je kunt de algemene controleresultaten zien in de linkerbovenhoek van de scène.</p>\n<figure data-asset-id=\"02c740b8-5625-4f9d-b214-456ad61683b1\" data-image-id=\"02c740b8-5625-4f9d-b214-456ad61683b1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/57c139e2-dd27-4ddb-87c4-a726c45ce2fb/Capacity%20design_02.png\" data-asset-id=\"02c740b8-5625-4f9d-b214-456ad61683b1\" data-image-id=\"02c740b8-5625-4f9d-b214-456ad61683b1\" alt=\"Sterkteberekening in IDEA CONNECTION\"></figure>\n<p>Je kunt zien dat op basis van de spanning/rekanalyse de verbinding goed ontworpen is en alle controles heeft doorstaan.</p>\n<p><strong>Kopieer </strong>dit projectitem om deze resultaten te behouden.</p>\n<figure data-asset-id=\"7952b6f4-8e42-4cde-a71e-e231ba297b83\" data-image-id=\"7952b6f4-8e42-4cde-a71e-e231ba297b83\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/84dc909b-2963-4d34-98c1-0f7b2d14db0d/Capacity%20design_03.png\" data-asset-id=\"7952b6f4-8e42-4cde-a71e-e231ba297b83\" data-image-id=\"7952b6f4-8e42-4cde-a71e-e231ba297b83\" alt=\"Controle seismische verbinding in IDEA CONNECTION\"></figure>\n<h2>3 Capaciteitscontrole</h2>\n<p>Wijzig in het nieuwe projectitem (CON2) het analysetype in <strong>CD - </strong><a data-item-id=\"6c80a487-fae8-4eac-b120-0d81ca16a311\" href=\"\"><strong>Capaciteitsontwerp</strong></a>.</p>\n<figure data-asset-id=\"0363d507-ce2e-4c5d-ab66-da53c15b121f\" data-image-id=\"0363d507-ce2e-4c5d-ab66-da53c15b121f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/241a5d99-e3d8-474a-bcfd-30ef134ed03e/Capacity%20design_04.png\" data-asset-id=\"0363d507-ce2e-4c5d-ab66-da53c15b121f\" data-image-id=\"0363d507-ce2e-4c5d-ab66-da53c15b121f\" alt=\"CD capaciteitsontwerp in IDEA StatiCa\"></figure>\n<p>Het <strong>dissipatieve item</strong> moet worden geselecteerd. Het kan worden toegevoegd met de opdracht op het bovenste lint of door met de rechtermuisknop te klikken in de boom in de scène.</p>\n<figure data-asset-id=\"8fcf877f-effc-4ac4-b0ab-34887653ab48\" data-image-id=\"8fcf877f-effc-4ac4-b0ab-34887653ab48\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/507a6883-9ddc-49fa-b949-f7885a78d64a/Capacity%20design_05.png\" data-asset-id=\"8fcf877f-effc-4ac4-b0ab-34887653ab48\" data-image-id=\"8fcf877f-effc-4ac4-b0ab-34887653ab48\" alt=\"dissipatieve item selecteren in Capaciteitsontwerp van IDEA CONNECTION\"></figure>\n<p>Een element of plaat waar een plastisch scharnier wordt verwacht moet worden gekozen als een dissipatief item. De materiaal oversterkte factor en de vervormingsfactor worden toegepast op het gekozen element. Selecteer in dit voorbeeld het <strong>element IPE360 </strong>als dissipatief element en <strong>bevestig de selectie</strong>.</p>\n<figure data-asset-id=\"dd766b9c-99e4-4f2b-87b2-500aeaa2ddf0\" data-image-id=\"dd766b9c-99e4-4f2b-87b2-500aeaa2ddf0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5b9942b1-783a-414b-86f5-c7718dd458b8/Capacity%20design_06.png\" data-asset-id=\"dd766b9c-99e4-4f2b-87b2-500aeaa2ddf0\" data-image-id=\"dd766b9c-99e4-4f2b-87b2-500aeaa2ddf0\" alt=\"dissipatief onderdeel in iDEA CONNECTION\"></figure>\n<p>Pas de parameters aan in de eigenschappen van het <strong>IPE360 </strong>element:</p>\n<ul>\n <li>Stel het <strong>modeltype</strong> in op <strong>N-Vz-My</strong>, omdat de verbinding het buigmoment alleen in het verticale vlak kan weerstaan en buiging rond de kleine balkas moet worden beperkt. Meer hierover in <a data-item-id=\"ac982d36-e45a-5d9f-93f8-344206647dc4\" href=\"\">Hoe modelleer ik een enkele boutverbinding (Modeltype)?</a></li>\n <li>Zet de parameter <strong>Krachten in</strong> op <strong>Positie</strong>, want dan kan de exacte positie van de werkende kracht worden gedefinieerd. De positie van het plastische scharnier is gelijk aan de positie van de werkende kracht: <strong>X = 365 mm</strong>. Meer hierover in <a data-item-id=\"a25875d5-40c2-5ae8-8919-18016fad28ff\" href=\"\">Hoe definieer je de juiste belastingspositie (Krachten in)</a></li>\n</ul>\n<figure data-asset-id=\"251b1cf0-d1ac-4130-baef-4c5574b0a69d\" data-image-id=\"251b1cf0-d1ac-4130-baef-4c5574b0a69d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/65764825-79c9-494c-8ebc-00001d615ac8/Capacity%20design_07.png\" data-asset-id=\"251b1cf0-d1ac-4130-baef-4c5574b0a69d\" data-image-id=\"251b1cf0-d1ac-4130-baef-4c5574b0a69d\" alt=\"\"></figure>\n<p>Hoe weet je de juiste positie van het scharnier? De ingenieur moet bepalen waar het zal optreden. Gewoonlijk wordt het plastisch scharnier bepaald op de balk. In dit voorbeeld zal het zich net achter het oppervlak van de laatste verstijving voordoen. Het is handig om de positie af te lezen uit de toepassing (wireframe-weergave).</p>\n<figure data-asset-id=\"94bc0cbd-f3eb-476c-8244-c26c947dac7a\" data-image-id=\"94bc0cbd-f3eb-476c-8244-c26c947dac7a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b81ebfde-ca5e-4be2-bf7f-2202e2cf9ed9/Capacity%20design_08.png\" data-asset-id=\"94bc0cbd-f3eb-476c-8244-c26c947dac7a\" data-image-id=\"94bc0cbd-f3eb-476c-8244-c26c947dac7a\" alt=\"Plastisch scharnier optredend in de ligger in IDEA CONNECTION \"></figure>\n<p>In de volgende stap moeten de <a data-item-id=\"3eca9f92-b870-40f1-b11b-dd1ba61acb5a\" href=\"\">belastingseffecten</a> worden gedefinieerd. Belastingen voor <a data-item-id=\"6e3266dc-9a87-43ba-963e-c835b1616942\" href=\"\">seismische analyse</a> zijn code-afhankelijk (de materiaaloversterktefactor, de rekverhardingsfactor) en worden ook beïnvloed door de vloeigrens, geometrische eigenschappen van de doorsnede, enz.</p>\n<p>Belastingen voor dit voorbeeld werden berekend met deze procedure:</p>\n<p>\\[M_{\\textrm{Ed}} = \\gamma_{\\textrm{sh}} \\cdot f_{\\textrm{y,ov}} \\cdot W_{\\textrm{p}l} = 1.2 \\cdot 447.75 \\cdot 10^6 \\cdot 1.0218 \\cdot 10^{-3} = 544.12 \\, \\textrm{kNm} \\]</p>\n<p>\\( \\gamma_{\\textrm{sh}} = 1.2 \\) </p>\n<p>\\( f_\\textrm{y} = 355 \\, \\textrm{MPa} \\)</p>\n<p>\\( f_{\\textrm{y,ov}} = f_\\textrm{y} \\cdot \\gamma_{\\textrm{ov}} = 355 \\cdot 1.25 = 443.75\\, \\textrm{MPa} \\)</p>\n<p>\\( \\gamma_{\\textrm{ov}} = 1.25 \\) </p>\n<p>\\( W_{\\textrm{pl,IPE360}} = 1.0218 \\cdot 10^6 \\, \\textrm{mm}^3 \\)</p>\n<figure data-asset-id=\"8f0b1bc0-7cd3-4d73-95e4-a49ed062404c\" data-image-id=\"8f0b1bc0-7cd3-4d73-95e4-a49ed062404c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2edf6f58-bda0-4d0f-9710-3fe95bb66acb/FrameMoments.png\" data-asset-id=\"8f0b1bc0-7cd3-4d73-95e4-a49ed062404c\" data-image-id=\"8f0b1bc0-7cd3-4d73-95e4-a49ed062404c\" alt=\"knoopmomenten in frame \"></figure>\n<figure data-asset-id=\"bea3873e-273d-4295-9c92-5eaef5c48acc\" data-image-id=\"bea3873e-273d-4295-9c92-5eaef5c48acc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/75bdf709-b987-425f-9ca9-f1a37b5393de/ConnectionMoments.png\" data-asset-id=\"bea3873e-273d-4295-9c92-5eaef5c48acc\" data-image-id=\"bea3873e-273d-4295-9c92-5eaef5c48acc\" alt=\"plastisch scharnier in IDEA CONNECTION\"></figure>\n<p>\\[ V_{\\textrm{Ed}} = \\frac{2 \\cdot M_{\\textrm{Ed}}}{L_{h}} = 2 \\cdot \\frac{544.12}{7.32} = 148.67 \\, \\textrm{kN} \\]</p>\n<p>\\(L_{h} = 7.32 \\, \\textrm{m} \\, -\\) afstand tussen plastische scharnieren op de balk</p>\n<p>Voeg de berekende dwarskracht en het buigmoment toe als een <strong>nieuw belastingseffect</strong> (LE).</p>\n<figure data-asset-id=\"f7d4cd73-597a-48e2-9c5d-6411f6697c90\" data-image-id=\"f7d4cd73-597a-48e2-9c5d-6411f6697c90\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/ec91cd4c-c344-4f48-b133-94963c215840/Capacity%20design_11.png\" data-asset-id=\"f7d4cd73-597a-48e2-9c5d-6411f6697c90\" data-image-id=\"f7d4cd73-597a-48e2-9c5d-6411f6697c90\" alt=\"Lasteffect in seismische berekening\"></figure>\n<p>De dwarskracht en het buigend moment moeten de juiste tekens hebben zodat het buigend moment afneemt op de balk in de richting weg van het knooppunt.</p>\n<p><strong>Kopieer</strong> deze LE en <strong>verander de oriëntatie van de optredende krachten</strong> zodat de tweede LE in de tegenovergestelde richting werkt.</p>\n<figure data-asset-id=\"11077472-c307-464f-a22e-7f6f21e2f904\" data-image-id=\"11077472-c307-464f-a22e-7f6f21e2f904\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/fbea1d7c-41c0-4c9f-81b2-568bffb07170/Capacity%20design_13.png\" data-asset-id=\"11077472-c307-464f-a22e-7f6f21e2f904\" data-image-id=\"11077472-c307-464f-a22e-7f6f21e2f904\" alt=\"lasteffect buigend moment in de knoop. seismische berekening\"></figure>\n<p>Nu kan de capaciteitsanalyse worden gestart met het commando <strong>Calculate </strong>.</p>\n<figure data-asset-id=\"fde7cf85-a5f4-4cee-ade9-68e77245591a\" data-image-id=\"fde7cf85-a5f4-4cee-ade9-68e77245591a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c48bc7bb-6d21-4020-b1b4-5c5652cb90e6/Capacity%20design_14.png\" data-asset-id=\"fde7cf85-a5f4-4cee-ade9-68e77245591a\" data-image-id=\"fde7cf85-a5f4-4cee-ade9-68e77245591a\" alt=\"capaciteitsberekening in IDEA CONNECTION\"></figure>\n<p>Je kunt aan de resultaten zien dat de verbinding niet door de normcontrole is gekomen. Er zijn enkele wijzigingen in het ontwerp nodig.</p>\n<p>Verhoog de dikte van de <strong>eindplaat </strong>tot <strong>25 mm</strong> om vervorming te voorkomen.</p>\n<figure data-asset-id=\"534813ba-f6f3-4fc4-ab2b-0e36558158c3\" data-image-id=\"534813ba-f6f3-4fc4-ab2b-0e36558158c3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/341a1713-99bb-4b82-b14a-2c427307228a/Capacity%20design_15.png\" data-asset-id=\"534813ba-f6f3-4fc4-ab2b-0e36558158c3\" data-image-id=\"534813ba-f6f3-4fc4-ab2b-0e36558158c3\" alt=\"kopplaat dikte in IDEA CONNECTION berekening aardbevingsberekening\"></figure>\n<p>Voeg een verdubbelaar toe aan het lijf om de belastbaarheid van de kolom te vergroten (voeg <strong>een verstevigingsplaat</strong> toe bij de bewerking).</p>\n<figure data-asset-id=\"6846fa65-461f-49d0-b1e8-405364d954c7\" data-image-id=\"6846fa65-461f-49d0-b1e8-405364d954c7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/231c8b2e-9270-4541-889f-08b8c9b828ca/Capacity%20design_17.png\" data-asset-id=\"6846fa65-461f-49d0-b1e8-405364d954c7\" data-image-id=\"6846fa65-461f-49d0-b1e8-405364d954c7\" alt=\"Opdikplaat op kolomlijf\"></figure>\n<p>De verdikker wordt met lassen aan het lijf van de kolom bevestigd, de lasnaad aan de flenzen moet ook worden gedefinieerd.</p>\n<figure data-asset-id=\"7d1d4388-455d-4416-b295-38bbe79257b0\" data-image-id=\"7d1d4388-455d-4416-b295-38bbe79257b0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5ab4d305-7cda-4c56-b64c-0c1990be2818/Capacity%20design_19.png\" data-asset-id=\"7d1d4388-455d-4416-b295-38bbe79257b0\" data-image-id=\"7d1d4388-455d-4416-b295-38bbe79257b0\" alt=\"Opdikplaat op kolomlijf op staalverbinding\"></figure>\n<p>De andere vier lassen moeten worden toegevoegd om de verdikker aan beide zijden van de kolom aan beide flenzen te lassen.</p>\n<figure data-asset-id=\"fc8f6158-7956-404f-8ab6-96e2d97b3bc5\" data-image-id=\"fc8f6158-7956-404f-8ab6-96e2d97b3bc5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/fbeba727-744d-462d-9e2a-4bc3efd61c8c/Capacity%20design_20.png\" data-asset-id=\"fc8f6158-7956-404f-8ab6-96e2d97b3bc5\" data-image-id=\"fc8f6158-7956-404f-8ab6-96e2d97b3bc5\" alt=\"Er moeten vier lassen worden toegevoegd aan beide zijden van de kolom aan beide flenzen.\"></figure>\n<figure data-asset-id=\"12bceec5-14e9-4721-8c2d-7ee3a2d01af2\" data-image-id=\"12bceec5-14e9-4721-8c2d-7ee3a2d01af2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/055fda6b-7cd0-42ac-a486-3efe3b830c62/Capacity%20design_21.png\" data-asset-id=\"12bceec5-14e9-4721-8c2d-7ee3a2d01af2\" data-image-id=\"12bceec5-14e9-4721-8c2d-7ee3a2d01af2\" alt=\"Er moeten vier lassen worden toegevoegd aan beide zijden van de kolom aan beide flenzen.\"></figure>\n<figure data-asset-id=\"81ce8a26-1134-4808-9087-e2658372eacc\" data-image-id=\"81ce8a26-1134-4808-9087-e2658372eacc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/cddecd29-a3c6-46ca-867d-d20421b544f1/Capacity%20design_22.png\" data-asset-id=\"81ce8a26-1134-4808-9087-e2658372eacc\" data-image-id=\"81ce8a26-1134-4808-9087-e2658372eacc\" alt=\"Er moeten vier lassen worden toegevoegd aan beide zijden van de kolom aan beide flenzen.\"></figure>\n<p>De verstijvers aan de kolom moeten worden gesneden en aan de dubbele delen worden gelast door <strong>Snede van de plaat </strong>.</p>\n<figure data-asset-id=\"9fa25c9a-93c2-4086-a587-bae81bcbcd4d\" data-image-id=\"9fa25c9a-93c2-4086-a587-bae81bcbcd4d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/56b48c1c-4184-432b-9df3-1d02046ae176/Capacity%20design_24.png\" data-asset-id=\"9fa25c9a-93c2-4086-a587-bae81bcbcd4d\" data-image-id=\"9fa25c9a-93c2-4086-a587-bae81bcbcd4d\" alt=\"De verstijvers bij het kolomlijf moeten worden afgesneden en aan de opdikplaat worden gelast door de snede van plaat.\"></figure>\n<p>Herhaal het snijden van de plaat om alle vier de verstijvers met de dubbele flenzen te verbinden.</p>\n<figure data-asset-id=\"0ec6d6c0-c382-4165-afd3-3e108ea0eb85\" data-image-id=\"0ec6d6c0-c382-4165-afd3-3e108ea0eb85\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/6828bb31-8dd2-4fb2-b69b-a646db931a79/Capacity%20design_27.png\" data-asset-id=\"0ec6d6c0-c382-4165-afd3-3e108ea0eb85\" data-image-id=\"0ec6d6c0-c382-4165-afd3-3e108ea0eb85\" alt=\"\"></figure>\n<p>Alle ontwerpacties zijn nu klaar, voer <strong>Calculate </strong>uit in het tabblad <strong>Check </strong>. Je kunt zien dat alle componenten (zoals lassen en bouten) de code-check hebben doorstaan. De plastische rek van de dissipatieve itemplaten heeft geen invloed op de algemene resultaten.</p>\n<figure data-asset-id=\"7f992720-3599-414a-b0ee-8ff680790469\" data-image-id=\"7f992720-3599-414a-b0ee-8ff680790469\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/192d5e81-e82b-4088-9667-4a21e99a61b0/Capacity%20design_28.png\" data-asset-id=\"7f992720-3599-414a-b0ee-8ff680790469\" data-image-id=\"7f992720-3599-414a-b0ee-8ff680790469\" alt=\"plastische rek van de platen van het dissipatieve onderdeel heeft geen invloed op de algehele resultaten\"></figure>\n<p>Het optreden van het plastische scharnier kan worden onderzocht als de <strong>plastische rek</strong>.</p>\n<figure data-asset-id=\"70659064-ea48-455f-bfee-3ee1d2eba313\" data-image-id=\"70659064-ea48-455f-bfee-3ee1d2eba313\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/a4e68dc9-391b-4d36-ae1b-075f065193a5/Capacity%20design_29.png\" data-asset-id=\"70659064-ea48-455f-bfee-3ee1d2eba313\" data-image-id=\"70659064-ea48-455f-bfee-3ee1d2eba313\" alt=\"Het optreden van het plastic scharnier kan worden onderzocht in de Plastische rek.\"></figure>\n<p>Het plastische scharnier verscheen op de verwachte locatie en deze verbinding voldeed aan de controles die vereist zijn door het capaciteitsontwerp.</p>\n<p>Voor een beter begrip van de resultaten, zie de <a data-item-id=\"d4aa2923-a94a-4c40-8fd8-93608acbf893\" href=\"\">Theoretische achtergrond</a>.</p>\n<h2>4 Rapport</h2>\n<p>Eindelijk kun je het <strong>rapport</strong> bekijken. IDEA StatiCa biedt een volledig aanpasbaar rapport om af te drukken of op te slaan in een bewerkbaar formaat.</p>\n<figure data-asset-id=\"09466f70-9f0d-4ea9-8ccf-b3e64b9cf642\" data-image-id=\"09466f70-9f0d-4ea9-8ccf-b3e64b9cf642\"><img src=\"https://assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/99f29b6a-379f-4415-a175-6ffd255941d7/Capacity%20design_30.png\" data-asset-id=\"09466f70-9f0d-4ea9-8ccf-b3e64b9cf642\" data-image-id=\"09466f70-9f0d-4ea9-8ccf-b3e64b9cf642\" alt=\"IDEA StatiCa biedt een volledig aanpasbaar rapport om af te drukken of op te slaan in een bewerkbaar formaat.\"></figure>\n<p>Je hebt een capaciteitsontwerpcontrole uitgevoerd van een stalen constructieverbinding volgens Eurocode (EN).</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"connection_tutorial___capacity_design__en_\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"campus_cta\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n5cb4cb80_705d_01c5_0534_224d6fc135e2\"></object>"
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},
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},
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},
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"value": "Het licentiesysteem van IDEA StatiCa is online, accountgebaseerd, altijd beschikbaar en eenvoudig te delen."
},
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},
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},
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},
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"type": "taxonomy",
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},
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},
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"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Translated on 14.8.2026 11:34</li>\n <li>de-DE: Translated on 14.8.2026 12:56</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Translated on 14.8.2026 09:20</li>\n <li>fr-FR: Translated on 14.8.2026 14:08</li>\n <li>hu-HU: Translated on 8.7.2026 11:40</li>\n <li>it-IT: Translated on 14.8.2026 15:19</li>\n <li>ja-JP: Never translated</li>\n <li>ko-KR: Translated on 8.7.2026 11:40</li>\n <li>nl-NL: Translated on 14.8.2026 16:34</li>\n <li>pl-PL: Translated on 8.7.2026 11:40</li>\n <li>pt-PT: Translated on 8.7.2026 11:39</li>\n <li>ro-RO: Translated on 8.7.2026 11:40</li>\n <li>ru-RU: Never translated</li>\n <li>th-TH: Translated on 8.7.2026 11:40</li>\n <li>tr-TR: Translated on 17.7.2026 09:46</li>\n <li>vi-VN: Translated on 8.7.2026 11:40</li>\n <li>zh-CN: Translated on 8.7.2026 11:40</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
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}1 van 3
Staal-op-staal verbindingen
Voetplaat verbindingen
Staal-hout verbindingen
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}Unieke Methode en Techniek
IDEA StatiCa was de eerste die de traditionele Component-methode (d.w.z. vergelijkingen) combineerde met FEM-analyse. Samen met universiteiten hebben we een methode ontwikkeld genaamd CBFEM, deze grondig getest en het gebruik ervan mogelijk gemaakt in een prachtige technische applicatie.
Bewezen, betrouwbare berekeningen
We werken nauw samen met tal van universiteiten om de IDEA StatiCa-resultaten te testen en te verifiëren. Ongeacht de topologie, uw ontwerpen zijn compleet, nauwkeurig en volgens Eurocode, AISC en andere ontwerpnormen
WORD EEN GECERTIFICEERD VERBINDINGSONTWERP PROFESSIONAL
Onze e-learningcursus helpt u bij het beheersen van de analyse, het ontwerp en de normtoetsing van staalverbindingen. Voltooi de cursus en ontvang een certificaat dat u onderscheidt op de arbeidsmarkt en de waarde van uw werk vergroot.
1 van 7
Materiaal
Steel
10 Fenchurch Avenue, United Kingdom
Steel
6-8 Bishopsgate, London, United Kingdom
Steel
Albalat Offices, Spain
Steel
Altiplano – PB10, Parijs
Steel
Battersea Power Station, United Kingdom
Steel
Birmingham New Street Station, United Kingdom
Steel
Capital C (De Diamantbeurs), Netherlands
Steel
Circle Square, United Kingdom
Steel
Cirque de Mafate
Steel
Curragh Racecourse, Ireland
Steel
De overkapping van het stadion van Football Club, Villarreal
Steel
Details van de gerenoveerde spoorbrug over de Elbe, Decin
Steel
Distributiecentrum Soureth, Heerlen
Steel
Draagconstructie van een steen- en grondverwerkingsinstallatie
Steel
Een staalconstructie voor een verticaal bos, Barcelona
Steel
Facade retention, Hungary
Steel
Geïntegreerde Transportterminal, Trebišov
Steel
Halle du Marché Locarno, France
Steel
Heinz Steyer Stadion, Dresden
Concrete
Helsinki Olympic stadium, Finland
Steel
Het Gilde van Satirici en Humoristen, Edinburgh
Steel
Het koepelgebouw van het kantoor van de Maleisische premier, Putrajaya
Steel
Het PB10-kraan, Parijs
Steel
ICON Växjö, Sweden
Steel
King's Cross development, United Kingdom
Steel
Kraanondersteunende raamconstructie, Zweden
Steel
Mercado 2 de Maio, Viseu
Steel
Midland Metropolitan Hospital, United Kingdom
Steel
Multifunctioneel observatieplatform, Szombathely
Steel
Nationaal Atletiekcentrum, Boedapest
Steel
Nieuw Ankara Stadion, Ankara
Steel
Nivy busstation, Bratislava
Steel
Richel's Group Toutabloc
Steel
Roteerbaar zonnepanelensysteem, Voorthuizen
Steel
SALSE Construction Metallique, Solliès-Ville
Steel
SKYPARK, Luxembourg
Steel
Southampton ship terminal, United Kingdom
Steel
St Andrews University, United Kingdom
Steel
Staal-hout verbinding, Verenigde Staten
Steel
Stadium roof, France
Steel
Stadium roof, Netherland
Steel
Stalen tunnel, Ravenna
Steel
Steel dome structure, Netherlands
Steel
THE ADDRESS HARBOUR POINT DUBAI, United Arab Emirates
Steel
The Queens Wharf Skydeck, Brisbane
Steel
The Thames Tideway Tunnel, United Kingdom
Steel
Thessaloniki International Airport, Greece
Steel
Treinstation, Leeuwarden
Steel
University of Cambridge, United Kingdom
Steel
V shaped column for a family house, Croatia
Steel
Voedermolens project in Altamura
Steel
Waterloo Station Redevelopment, United Kingdom
Steel
Waterslides toegangstrap, Caldiero
Steel
Woongebouw Sandakerveien 56, Oslo
1 of 6
IDEA StatiCa Connection is een zeer nuttig pakket voor het modelleren van een breed scala aan verbindingen in staalconstructies. Modellering en interpretatie van de resultaten vereist inzicht in de krachten binnen een knoop en is gelijk aan de complexiteit van de verbinding.
Marcel van Odenhoven
Owner
Staalbouwkundig Adviesburo Van Odenhoven
Implementatie van IDEA StatiCa CONNECTION met onze workflows vermindert het gebruik van materiaal en de laskosten in vergelijking met de eerder gebruikte aanpak. Dit ging hand in hand met vereenvoudiging en versnelling van het productieproces.
Thijs Oerbekke
Registered Structural Engineer / Welding & Quality Engineer
TSA Staal Advies
The general philosophy and practices of the IDEA StatiCa helped us to quickly elaborate with such complex connections, which we would have normally designed by hand. In IDEA StatiCa Connection, all these connections became solvable, and even better, there is no special consideration to be taken care of. The workflow is common no matter what the geometry is.
Another important thing was that the reasonable connection details lead to reduced manufacturing costs, and the assembly of the trusses was relatively easy.
Byron Alexander Bezas
Senior Structural Engineer
Ellis & Moore
IDEA StatiCa Connection werkt eenvoudig en snel. Er is geen andere alternatieve oplossing op de markt die zowel FEM als Component Based Method biedt. IDEA Statica is een solide en goed hulpmiddel voor het ontwerpen van onze staalverbindingen.
Prof. Dr. Ir. Luc Schueremans
Engineering Manager
Frisomat
Once you have used the software for a while, it becomes quite intuitive and therefore much easier to use. It is very powerful in terms of the complexity of connections that it can cope with.
Paul Heathcote
Director & Principal Structural Engineer
Abacus Design Associates
Met IDEA StatiCa kan een spanningsanalyse worden uitgevoerd op zeer complexe verbindingen en de software is zeer eenvoudig in het gebruik. Dit hielp ons bij het ontwerp van de verbindingen voor de hoofdknopen van The Marshall Building.
Mark Hill
Associate Director
Bourne Group Ltd
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}Heeft u hulp nodig ?
Via ons support center kunnen we u vragen beantwoorden.
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