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"value": "<p>Per le operazioni che producono bulloni (Griglia di bulloni o contatto, Piastra di estremità, Piatto rinforzato, ecc.) l'inserimento della posizione dei bulloni e la definizione delle coordinate dei bulloni sono diversi. Passando il mouse sul testo, è possibile leggere una descrizione del tipo di input, ad esempio per <strong>Righe </strong>e <strong>Posizioni </strong>per la griglia di bulloni generale.</p>\n<figure data-asset-id=\"5e56286e-0cc5-40ad-81dd-26e80fbd8ca7\" data-image-id=\"5e56286e-0cc5-40ad-81dd-26e80fbd8ca7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ab53e03e-f09f-4ecd-ba1c-aa952a3412e8/How%20to%20set%20position%20of%20bolts.png\" data-asset-id=\"5e56286e-0cc5-40ad-81dd-26e80fbd8ca7\" data-image-id=\"5e56286e-0cc5-40ad-81dd-26e80fbd8ca7\" alt=\"\"></figure>\n<p>Per familiarizzare con l'inserimento dei bulloni per ogni operazione, provare diversi valori. È sempre possibile verificare le dimensioni della griglia di bulloni e le distanze tra io bulloni inseriti attraverso la visualizzazione delle quote nella scena 3D.</p>\n<figure data-asset-id=\"ed63f643-be47-4ac8-af16-06145841789c\" data-image-id=\"ed63f643-be47-4ac8-af16-06145841789c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/29e48439-a2f3-42ff-8d28-ea271ab3a79d/How%20to%20set%20position%20of%20bolts2.png\" data-asset-id=\"ed63f643-be47-4ac8-af16-06145841789c\" data-image-id=\"ed63f643-be47-4ac8-af16-06145841789c\" alt=\"\"></figure>\n<p>Per visualizzare un disegno 2D con le dimensioni, accedere all'<strong>Editor </strong>dell'operazione e passare alla scheda <strong>Disegno</strong>.</p>\n<figure data-asset-id=\"ab8e6f3a-1c68-4cd6-ad0c-2c68d23bc887\" data-image-id=\"ab8e6f3a-1c68-4cd6-ad0c-2c68d23bc887\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/55b46e70-9929-41cb-94d3-9032c81df2ac/How%20to%20set%20position%20of%20bolts3.png\" data-asset-id=\"ab8e6f3a-1c68-4cd6-ad0c-2c68d23bc887\" data-image-id=\"ab8e6f3a-1c68-4cd6-ad0c-2c68d23bc887\" alt=\"\"></figure>\n<h3>Input della posizione dei bulloni per l'operazione Piatto di estremità</h3>\n<p>Aggiungere l'operazione <strong>Piatto di estremità</strong> e con il parametro <strong>Dimensioni </strong>impostare il tipo di piastra di estremità e quindi l'inserimento dei bulloni.</p>\n<figure data-asset-id=\"bc5b15a8-837d-4600-8ef8-8c3723500e9a\" data-image-id=\"bc5b15a8-837d-4600-8ef8-8c3723500e9a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/06afeb57-0628-4a34-8139-b50aaf82ac77/BPT-2.png\" data-asset-id=\"bc5b15a8-837d-4600-8ef8-8c3723500e9a\" data-image-id=\"bc5b15a8-837d-4600-8ef8-8c3723500e9a\" alt=\"\"></figure>\n<p>Immettere quindi le posizioni simmetriche dei bulloni compilando i valori degli <strong>strati superiore</strong> e <strong>sinistro</strong>. Per questa operazione, i valori rappresentano la distanza dal bordo del profilo della membratura verso l'esterno.</p>\n<figure data-asset-id=\"ef7ee369-2949-4ef4-9e5d-958262d91944\" data-image-id=\"ef7ee369-2949-4ef4-9e5d-958262d91944\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1a9f8161-f595-425c-8a3b-624a6fbf3f4e/BPT-3.png\" data-asset-id=\"ef7ee369-2949-4ef4-9e5d-958262d91944\" data-image-id=\"ef7ee369-2949-4ef4-9e5d-958262d91944\" alt=\"\"></figure>\n<p>È possibile specificare un numero multiplo di righe e colonne di bulloni utilizzando delimitatori di due tipi:</p>\n<p>delimitatore assoluto \"<em><strong>;</strong></em>\" (un punto e virgola) - distanza misurata dal contorno della sezione trasversale (linea di riferimento)</p>\n<p>Delimitatore relativo \" \" (spazio) - distanza misurata dalla riga/colonna di bulloni precedente.</p>\n<p>Ad esempio, l'immissione di \"40; 80; 120; 160; 200\" equivale a \"40 40 40 40\" e anche a \"4*40\". 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"value": "<h2>1 Nuovo progetto</h2>\n<p>Avviare <strong>IDEA StatiCa </strong><a href=\"https://www.ideastatica.com/product-downloads\">(scaricare la versione più recente</a>) e scaricare e aprire il <a data-asset-id=\"01d5b386-1ee1-4b61-8112-698a6d8f028a\" href=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5cccbafd-d11f-4eed-9244-be305e0acedc/CapacityDesign_start.ideaCon\">file di progetto sorgente</a>. Il progetto del giunto è terminato ed è pronto per l'analisi standard di sforzo/deformazione.</p>\n<p><em>Nota: dalla versione 25.0 è possibile trovare altri progetti di connessioni sismiche nell' insieme dei modelli </em><strong>Seismico</strong><em> nella colonna </em><strong>Definisci la geometria</strong><em> della procedura guidata.</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:443/28eac049-c8ed-00e2-220c-12142a968dff/b7116899-62c5-4681-8fa2-95856f34b265/3_0.png\" data-asset-id=\"c848e4e4-1a55-4b25-aa51-34501e38e6d9\" data-image-id=\"c848e4e4-1a55-4b25-aa51-34501e38e6d9\" alt=\"\"></figure>\n<h2>2 Calcolo e verifica</h2>\n<p>Avviare l'analisi di sforzo/deformazione con il pulsante <strong>Calcola</strong> della barra multifunzione. Il modello di analisi viene generato automaticamente, il calcolo viene eseguito e si possono vedere i risultati della verifica globale nell'angolo in alto a sinistra della scena.</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:443/28eac049-c8ed-00e2-220c-12142a968dff/b0455c46-a788-4fa2-856e-2b78781f58ef/2_1.png\" data-asset-id=\"02c740b8-5625-4f9d-b214-456ad61683b1\" data-image-id=\"02c740b8-5625-4f9d-b214-456ad61683b1\" alt=\"\"></figure>\n<p>Si può notare che, in base all'analisi di sforzo/deformazione, il giunto è ben progettato e ha superato tutte le verifiche.</p>\n<p>Per mantenere questi risultati, <strong>copiare </strong>questo elemento del progetto.</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:443/28eac049-c8ed-00e2-220c-12142a968dff/6a563350-74d5-43a8-a268-53e91b955290/CD-EN-2.png\" data-asset-id=\"7952b6f4-8e42-4cde-a71e-e231ba297b83\" data-image-id=\"7952b6f4-8e42-4cde-a71e-e231ba297b83\" alt=\"\"></figure>\n<h2>3 Verifica della capacità</h2>\n<p>Nel nuovo elemento di progetto (CON2), cambiare il tipo di analisi in <strong>CD - </strong><a data-item-id=\"6c80a487-fae8-4eac-b120-0d81ca16a311\" href=\"\"><strong>Progettazione in capacità</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:443/28eac049-c8ed-00e2-220c-12142a968dff/16866d89-e940-4f5c-b835-97c5b3b57854/3_3.png\" data-asset-id=\"0363d507-ce2e-4c5d-ab66-da53c15b121f\" data-image-id=\"0363d507-ce2e-4c5d-ab66-da53c15b121f\" alt=\"\"></figure>\n<p>L'<strong>elemento dissipativo</strong> deve essere selezionato. Può essere aggiunto con il comando dalla barra multifunzione superiore o facendo clic con il pulsante destro del mouse nell'albero della scena.</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:443/28eac049-c8ed-00e2-220c-12142a968dff/7453b995-44e3-4beb-ab73-db87067c83d6/3_4.png\" data-asset-id=\"8fcf877f-effc-4ac4-b0ab-34887653ab48\" data-image-id=\"8fcf877f-effc-4ac4-b0ab-34887653ab48\" alt=\"\"></figure>\n<p>Si deve scegliere come elemento dissipativo un elemento o una piastra in cui si prevede che si verifichi una cerniera plastica. Il fattore di sovraresistenza del materiale e il fattore di incrudimento vengono applicati all'elemento scelto. In questo esempio, selezionare l'<strong>elemento IPE360 </strong>come elemento dissipativo e <strong>confermare la selezione</strong> con la barra spaziatrice/tasto invio/clic destro o con l'icona di controllo.</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:443/28eac049-c8ed-00e2-220c-12142a968dff/0478525e-4ef5-4318-9c6a-30d19c59d633/3_5.png\" data-asset-id=\"dd766b9c-99e4-4f2b-87b2-500aeaa2ddf0\" data-image-id=\"dd766b9c-99e4-4f2b-87b2-500aeaa2ddf0\" alt=\"\"></figure>\n<p>Nelle proprietà dell'elemento <strong>IPE360</strong>, regolare i parametri:</p>\n<ul>\n <li>Impostare il <strong>tipo di modello</strong> su <strong>N-Vz-My</strong>, perché il collegamento può resistere al momento flettente solo nel piano verticale e la flessione intorno all'asse minore della trave deve essere limitata. Maggiori informazioni in <a data-item-id=\"ac982d36-e45a-5d9f-93f8-344206647dc4\" href=\"\">Come modellare una connessione a bullone singolo (Tipo di modello)</a></li>\n <li>Cambiare il parametro <strong>Forze in:</strong> <strong>Posizione</strong>, perché in questo modo è possibile definire l'esatta posizione della forza agente. La posizione della cerniera plastica è simile alla posizione della forza agente: <strong>X = 365 mm</strong>. Maggiori informazioni in <a data-item-id=\"a25875d5-40c2-5ae8-8919-18016fad28ff\" href=\"\">Come definire la corretta posizione del carico (Forze 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:443/28eac049-c8ed-00e2-220c-12142a968dff/c5949966-3b0f-4c3f-ae48-6e1ad21d847b/3_7.png\" data-asset-id=\"251b1cf0-d1ac-4130-baef-4c5574b0a69d\" data-image-id=\"251b1cf0-d1ac-4130-baef-4c5574b0a69d\" alt=\"\"></figure>\n<p>Come conoscere la giusta posizione della cerniera plastica? L'ingegnere deve decidere dove si verificherà. Di solito, la cerniera plastica viene determinata sulla trave. In questo esempio, si verificherà proprio dietro la faccia dell'ultimo irrigidimento. È utile leggere la posizione dall'applicazione (vista wireframe).</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:443/28eac049-c8ed-00e2-220c-12142a968dff/a5aa59e0-2185-4825-8e79-40923677faca/3_8.png\" data-asset-id=\"94bc0cbd-f3eb-476c-8244-c26c947dac7a\" data-image-id=\"94bc0cbd-f3eb-476c-8244-c26c947dac7a\" alt=\"\"></figure>\n<p>Nella fase successiva è necessario definire gli <a data-item-id=\"3eca9f92-b870-40f1-b11b-dd1ba61acb5a\" href=\"\">effetti del carico</a>. I carichi per l'<a data-item-id=\"6e3266dc-9a87-43ba-963e-c835b1616942\" href=\"\">analisi sismica</a> dipendono dal codice (fattore di sovraresistenza del materiale, fattore di incrudimento) e sono influenzati anche dalla resistenza allo snervamento, dalle caratteristiche geometriche della sezione trasversale, ecc.</p>\n<p>I carichi per questo esempio sono stati calcolati con questa procedura:</p>\n<p>\\[M_{\\textrm{Ed}} = \\gamma_{\\textrm{sh}} \\cdot f_{\\textrm{y,ov}} \\cdot W_{\\textrm{p}l} = 1.2 \\cdot 443.75 \\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:443/28eac049-c8ed-00e2-220c-12142a968dff/2edf6f58-bda0-4d0f-9710-3fe95bb66acb/FrameMoments.png\" data-asset-id=\"8f0b1bc0-7cd3-4d73-95e4-a49ed062404c\" data-image-id=\"8f0b1bc0-7cd3-4d73-95e4-a49ed062404c\" alt=\"\"></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:443/28eac049-c8ed-00e2-220c-12142a968dff/75bdf709-b987-425f-9ca9-f1a37b5393de/ConnectionMoments.png\" data-asset-id=\"bea3873e-273d-4295-9c92-5eaef5c48acc\" data-image-id=\"bea3873e-273d-4295-9c92-5eaef5c48acc\" alt=\"\"></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} \\, -\\) distanza tra le cerniere plastiche della trave</p>\n<p>Aggiungere la forza di taglio e il momento flettente calcolati come <strong>nuovo effetto di carico</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:443/28eac049-c8ed-00e2-220c-12142a968dff/fabc95fd-5f9d-4840-9fa1-6e0ceaedfccf/3_9.png\" data-asset-id=\"f7d4cd73-597a-48e2-9c5d-6411f6697c90\" data-image-id=\"f7d4cd73-597a-48e2-9c5d-6411f6697c90\" alt=\"\"></figure>\n<p>La forza di taglio e il momento flettente devono avere segni appropriati, in modo che il momento flettente diminuisca sulla trave nella direzione lontana dal nodo.</p>\n<p><strong>Copiare</strong> questo LE e <strong>cambiare l'orientamento delle forze agenti in</strong> modo che il secondo LE agisca nella direzione opposta.</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:443/28eac049-c8ed-00e2-220c-12142a968dff/eda65b37-2242-490b-aaa1-89945b5f6d1d/3_10.png\" data-asset-id=\"11077472-c307-464f-a22e-7f6f21e2f904\" data-image-id=\"11077472-c307-464f-a22e-7f6f21e2f904\" alt=\"\"></figure>\n<p>Ora è possibile avviare l'analisi della capacità con il comando <strong>Calcola </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:443/28eac049-c8ed-00e2-220c-12142a968dff/b5ee77eb-2480-4b12-a906-7492543a8f9f/3_11_1.png\" data-asset-id=\"fde7cf85-a5f4-4cee-ade9-68e77245591a\" data-image-id=\"fde7cf85-a5f4-4cee-ade9-68e77245591a\" alt=\"\"></figure>\n<p>Dai risultati si può notare che il giunto non ha superato la verifica del codice. È necessario apportare alcune modifiche al progetto.</p>\n<p>Aumentare lo spessore della <strong>piastra terminale </strong>a <strong>25 mm</strong> per evitare il collasso.</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:443/28eac049-c8ed-00e2-220c-12142a968dff/795f5af7-58bc-4391-aac2-97d338314f9e/3_12.png\" data-asset-id=\"534813ba-f6f3-4fc4-ab2b-0e36558158c3\" data-image-id=\"534813ba-f6f3-4fc4-ab2b-0e36558158c3\" alt=\"\"></figure>\n<p>Per aumentare la capacità di carico della colonna, aggiungere un doppio rinforzo locale sulla sua anima (aggiungere l'operazione di produzione del <strong>Piatto di irrigidimento</strong>).</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:443/28eac049-c8ed-00e2-220c-12142a968dff/ceffd586-f1f3-4fd7-b220-6e1123cc76fb/3_15.png\" data-asset-id=\"6846fa65-461f-49d0-b1e8-405364d954c7\" data-image-id=\"6846fa65-461f-49d0-b1e8-405364d954c7\" alt=\"\"></figure>\n<p>Il rinforzo locale è saldato di testa all'anima della colonna; è necessario definire anche la saldatura alle ali.</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:443/28eac049-c8ed-00e2-220c-12142a968dff/97d46cce-4c35-4f37-a70c-f69d5d4d2247/3_18_1.png\" data-asset-id=\"7d1d4388-455d-4416-b295-38bbe79257b0\" data-image-id=\"7d1d4388-455d-4416-b295-38bbe79257b0\" alt=\"\"></figure>\n<p>Le altre quattro saldature devono essere aggiunte per saldare i rinforzi su entrambi i lati della colonna a entrambe le ali.</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:443/28eac049-c8ed-00e2-220c-12142a968dff/d06680a7-6a42-45c1-935d-ecb289cae6d1/3_19.png\" data-asset-id=\"fc8f6158-7956-404f-8ab6-96e2d97b3bc5\" data-image-id=\"fc8f6158-7956-404f-8ab6-96e2d97b3bc5\" alt=\"\"></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:443/28eac049-c8ed-00e2-220c-12142a968dff/5ae1e0bd-a067-408c-b90a-d87c1d9fd7ee/3_20.png\" data-asset-id=\"12bceec5-14e9-4721-8c2d-7ee3a2d01af2\" data-image-id=\"12bceec5-14e9-4721-8c2d-7ee3a2d01af2\" alt=\"\"></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:443/28eac049-c8ed-00e2-220c-12142a968dff/079910c1-d018-4943-ab09-1749a79e1802/3_21.png\" data-asset-id=\"81ce8a26-1134-4808-9087-e2658372eacc\" data-image-id=\"81ce8a26-1134-4808-9087-e2658372eacc\" alt=\"\"></figure>\n<p>Gli irrigidimenti in corrispondenza dell'anima della colonna devono essere tagliati e saldati ai rinforzi con l'operazione di produzione <strong>Taglio della piastra</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:443/28eac049-c8ed-00e2-220c-12142a968dff/a9a1d001-8fff-4e09-a89a-dbd784e3aad8/CD_3_15_1.png\" data-asset-id=\"9fa25c9a-93c2-4086-a587-bae81bcbcd4d\" data-image-id=\"9fa25c9a-93c2-4086-a587-bae81bcbcd4d\" alt=\"\"></figure>\n<p>Ripetere il taglio della piastra per collegare tutti e quattro gli irrigidimenti ai rinforzi locali.</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:443/28eac049-c8ed-00e2-220c-12142a968dff/c6b42e76-6c62-4658-b1cd-64d51209e543/3_25.png\" data-asset-id=\"0ec6d6c0-c382-4165-afd3-3e108ea0eb85\" data-image-id=\"0ec6d6c0-c382-4165-afd3-3e108ea0eb85\" alt=\"\"></figure>\n<p>Tutte le azioni di progettazione sono state completate, eseguire <strong>Calcolo </strong>nella scheda <strong>Verifica </strong>. Si può notare che tutti i componenti (come le saldature e i bulloni) hanno superato la verifica del codice. La deformazione plastica delle piastre dissipative non influenza i risultati complessivi.</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:443/28eac049-c8ed-00e2-220c-12142a968dff/6dce4c45-5e58-4fdb-9e7d-8c602186db81/3_26.png\" data-asset-id=\"7f992720-3599-414a-b0ee-8ff680790469\" data-image-id=\"7f992720-3599-414a-b0ee-8ff680790469\" alt=\"\"></figure>\n<p>Il verificarsi della cerniera plastica può essere visualizzato cliccando i risultati della la <strong>Deformazione plastica</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:443/28eac049-c8ed-00e2-220c-12142a968dff/b88499ab-3895-4d25-8e28-0649fb4f02a4/3_27.png\" data-asset-id=\"70659064-ea48-455f-bfee-3ee1d2eba313\" data-image-id=\"70659064-ea48-455f-bfee-3ee1d2eba313\" alt=\"\"></figure>\n<p>La cerniera plastica è apparsa nel punto previsto e questo giunto ha superato i controlli richiesti dalla progettazione in capacità.</p>\n<p>Per una migliore comprensione dei risultati, si rimanda alla sezione del <a data-item-id=\"d4aa2923-a94a-4c40-8fd8-93608acbf893\" href=\"\">Background teorico</a>.</p>\n<h2>4 Relazione</h2>\n<p>Infine, è possibile esaminare la <strong>relazione</strong>. IDEA StatiCa offre un rapporto completamente personalizzabile da stampare o salvare in formato modificabile.</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:443/28eac049-c8ed-00e2-220c-12142a968dff/17908b85-a999-45f1-ab23-2a9ec9acee6e/3_28.png\" data-asset-id=\"09466f70-9f0d-4ea9-8ccf-b3e64b9cf642\" data-image-id=\"09466f70-9f0d-4ea9-8ccf-b3e64b9cf642\" alt=\"\"></figure>\n<p>È stata eseguita una verifica di capacità di un giunto in acciaio strutturale secondo l'Eurocodice (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=\"fb56f812_3f70_0180_93d4_adcd22602c5b\"></object>"
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"value": "<p>La differenza fondamentale tra una <strong>membratura </strong>standard e un <strong>elemento di irrigidimento</strong> è che non è possibile inserire forze interne e vincoli sugli elementi di irrigidimento. Si utilizzano le membrature standard solo se è necessario applicare un carico/vincolo su di esse.</p>\n<p>Un elemento di irrigidimento non fa parte del modello di analisi <a data-item-id=\"a4cb02e8-fcbb-41c9-9941-a4eb4419be85\" href=\"\">FEA</a> 1D originale della membratura, si limita a unire le parti mancanti nel giunto. Un'altra caratteristica di un elemento di irrigidimento, a differenza di una membratura standard, è che può essere di di una <strong>lunghezza definita</strong> dall'utente.</p>\n<p>Per aggiungere un elemento di irrigidimento, fare clic su nuova O<strong>perazione </strong>e selezionare una nuova operazione di produzione:</p>\n<figure data-asset-id=\"9bccf64a-c215-4f89-bf38-1e5a7c0df392\" data-image-id=\"9bccf64a-c215-4f89-bf38-1e5a7c0df392\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7d99c13f-7774-471e-a709-faae2beeca0b/stiff_m_0-0a.png\" data-asset-id=\"9bccf64a-c215-4f89-bf38-1e5a7c0df392\" data-image-id=\"9bccf64a-c215-4f89-bf38-1e5a7c0df392\" alt=\"\"></figure>\n<p>Esempi tipici in cui si utilizza l'operazione di irrigidimento sono, ad esempio, la parte intermedia dell'elemento continuo collegato o il supporto del puntone tra una colonna e una trave o l'ancoraggio tramite suadrette a L.</p>\n<figure data-asset-id=\"5229ede2-b362-4ad6-8c8a-f23b1a6b9340\" data-image-id=\"5229ede2-b362-4ad6-8c8a-f23b1a6b9340\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bb8f2c93-c8fc-4424-b897-3a475b2d9975/stiff_m_1-0.png\" data-asset-id=\"5229ede2-b362-4ad6-8c8a-f23b1a6b9340\" data-image-id=\"5229ede2-b362-4ad6-8c8a-f23b1a6b9340\" alt=\"\"></figure>\n<figure data-asset-id=\"3380bc17-0e8d-48ca-af91-a08351269141\" data-image-id=\"3380bc17-0e8d-48ca-af91-a08351269141\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/adb6c639-0015-46a7-b89d-bea5ef7434a6/stiff_m_2-0.png\" data-asset-id=\"3380bc17-0e8d-48ca-af91-a08351269141\" data-image-id=\"3380bc17-0e8d-48ca-af91-a08351269141\" alt=\"\"></figure>\n<figure data-asset-id=\"24a41d18-621b-4a4a-89bf-bdf02d14ef7a\" data-image-id=\"24a41d18-621b-4a4a-89bf-bdf02d14ef7a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e12cff7a-d95a-458a-a0c5-a9b70c20c584/stiff_m_3-0.png\" data-asset-id=\"24a41d18-621b-4a4a-89bf-bdf02d14ef7a\" data-image-id=\"24a41d18-621b-4a4a-89bf-bdf02d14ef7a\" alt=\"\"></figure>\n<p>L'operazione di irrigidimento e la procedura per creare un esempio con un elemento di irrigidimento sono illustrate in sintesi nel seguente video.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"d580a07d_b1bd_0101_757a_60add28ccdf0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1e33271\"></object>"
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