Widget #NaN: support_center_article
Name: General BIM Link tutorial - How to activate the link
ID: dd351d35-2833-4fa2-a88f-9c0c8769c77d
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"value": "<ul>\n <li>Download and install the <a data-item-id=\"0dff6482-3e17-4ca2-bb66-b4abc6a8dde4\" href=\"\">latest version of IDEA StatiCa</a></li>\n <li>Make sure that you are using a <a data-item-id=\"eeb85fd1-4708-4f88-ad36-cbe30ac41eb7\" href=\"\">supported version</a> of your FEA solution</li>\n</ul>\n<p>IDEA StatiCa integrates BIM links into your FEA software during its installation. You can check the status and eventually integrate more BIM links by running IDEA StatiCa and opening the <strong>BIM links</strong>. Please note that some FEA software require additional steps to fully activate their BIM link to IDEA StatiCa.</p>\n<figure data-asset-id=\"4a678807-07f6-408f-ae20-26c6a018d269\" data-image-id=\"4a678807-07f6-408f-ae20-26c6a018d269\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/649a6f99-4ce2-4fa9-9ccf-876c0578ab47/IDEA%20start%20up%20window.jpg\" data-asset-id=\"4a678807-07f6-408f-ae20-26c6a018d269\" data-image-id=\"4a678807-07f6-408f-ae20-26c6a018d269\" alt=\"IDEA start up window 25.0\"></figure>\n<p>A notification \"<em>Do you want to allow this app to make changes to your device?</em>\" may appear, if so, please confirm with the <strong>Yes</strong> button.</p>\n<p>By clicking <strong>Install</strong>, the BIM link for the selected software is integrated. The screen also tells you the status of other BIM links.</p>\n<figure data-asset-id=\"7633f2b4-f9be-41c3-9208-3f7031d8b5ab\" data-image-id=\"7633f2b4-f9be-41c3-9208-3f7031d8b5ab\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5d2e07d6-e3ba-4c8d-b7cc-3d2e765eb5c4/bim-link.png\" data-asset-id=\"7633f2b4-f9be-41c3-9208-3f7031d8b5ab\" data-image-id=\"7633f2b4-f9be-41c3-9208-3f7031d8b5ab\" alt=\"\"></figure>"
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}There are some additional manual steps required in ETABS to finish the integration procedure:
Start ETABS and click Tools > Add/Show Plugins to open the Plugin Manager dialog. This option lets you install add-ins (programs) to the appropriate places in the ETABS menu.
Browse for:
C:\Program Files\IDEA StatiCa\StatiCa 24.1\net48\IdeaETABSv1PluginWrapper.dll
(for older versions of IDEA Statica C:\Program Files\IDEA StatiCa\StatiCa 23.0\IdeaETABSv1PluginWrapper.dll
or C:\Program Files\IDEA StatiCa\StatiCa 22.1\ETABSv18PlugIn_IDEAStatiCa.dll).
You can edit the Plugin's name displayed in your dropdown menu as IDEA StatiCa Checkbot, then click Add.
Remark
In case the window with the IDEA StatiCa Checkbot doesn't appear, please go to C:\Program Files\Computers and Structures\ETABS 22 and run as Administrator the file RegisterETABS.exe.
How to use the link
Download the attached project, open it in ETABS, and run the calculation to get the internal forces over the structure.
The BIM link is already integrated. It is in the top ribbon under Tools -> IDEA StatiCa Checkbot.
You will then see a warning about using the plugin; please confirm to continue successfully.
Select the New option with project type Steel and design code AISC LRFD 360-22. Then select Create Project.
The new Checkbot project is ready to import members from ETABS.
In ETABS, select one of the inside members. In the bottom left corner of the screen, you will see how many elements you have selected and how many will be imported to Checkbot.
Widget #NaN: support_center_article
Name: General BIM Link tutorial - Import AISC (steel member)
ID: af9430dc-11db-4337-82d9-6004ffec3d54
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"value": "<p>Then in Checkbot select <strong>Member</strong>.</p>\n<figure data-asset-id=\"0b34811c-3ec8-49aa-8619-758a73adcf55\" data-image-id=\"0b34811c-3ec8-49aa-8619-758a73adcf55\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/36e44b50-db84-49b0-8344-ee0e3094345a/1.png\" data-asset-id=\"0b34811c-3ec8-49aa-8619-758a73adcf55\" data-image-id=\"0b34811c-3ec8-49aa-8619-758a73adcf55\" alt=\"\"></figure>\n<p>This will import the beam and its load effects into <a data-item-id=\"caeb1a6c-2621-446f-8005-4d2799496a39\" href=\"\">Checkbot</a> - with the same coordinates, orientations, and section sizes as per the FEA/BIM model.</p>\n<p>Please note that your node and member numbering might be different.</p>\n<figure data-asset-id=\"7bf2e73a-3e73-4d41-a75d-62daa6ff2325\" data-image-id=\"7bf2e73a-3e73-4d41-a75d-62daa6ff2325\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dab64a0a-98c7-43d1-8ec9-c1282eda1fc2/SAP-1.png\" data-asset-id=\"7bf2e73a-3e73-4d41-a75d-62daa6ff2325\" data-image-id=\"7bf2e73a-3e73-4d41-a75d-62daa6ff2325\" alt=\"\"></figure>\n<p>As you can see, the selected member with all related members was imported.</p>\n<p>You can check the internal forces. Select <strong>Draw</strong>, then the desired internal force and combination, then left-click on the connection box, and follow the steps below in the picture. </p>\n<figure data-asset-id=\"5182ba26-a700-48bf-a316-51a8f4d96c1e\" data-image-id=\"5182ba26-a700-48bf-a316-51a8f4d96c1e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3004e681-5338-4be3-ae5e-01ce4b6a8194/SAP-2.png\" data-asset-id=\"5182ba26-a700-48bf-a316-51a8f4d96c1e\" data-image-id=\"5182ba26-a700-48bf-a316-51a8f4d96c1e\" alt=\"\"></figure>\n<p>Elements can be merged together directly in Checkbot, then in the Member application, they will be a single continuous element.</p>\n<p>Merge both perpendicular related members. Left-click the I-profile <strong>M-82</strong>, select Merge operation, then tick the M83 box in the merge design window, and follow the steps as shown in the picture. </p>\n<figure data-asset-id=\"94de909f-e061-41a7-8398-31fe3b3c099b\" data-image-id=\"94de909f-e061-41a7-8398-31fe3b3c099b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/82e1c5dc-b5c2-4bc2-a776-a0c30923f0be/SAP-3.png\" data-asset-id=\"94de909f-e061-41a7-8398-31fe3b3c099b\" data-image-id=\"94de909f-e061-41a7-8398-31fe3b3c099b\" alt=\"\"></figure>\n<p>In this window, you will see an informative alert about the operation that will occur, accept it. </p>\n<figure data-asset-id=\"e1bd1d78-7f8d-4853-8d69-f745bd08e40f\" data-image-id=\"e1bd1d78-7f8d-4853-8d69-f745bd08e40f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4ddf09f7-4410-43c3-a6b5-a0c284c85cc3/SAP-4.png\" data-asset-id=\"e1bd1d78-7f8d-4853-8d69-f745bd08e40f\" data-image-id=\"e1bd1d78-7f8d-4853-8d69-f745bd08e40f\" alt=\"\"></figure>\n<p>Make the same merging action for another group of I-profile. After changes, our model should look as in the following picture. </p>\n<figure data-asset-id=\"80eb04c6-6a39-4221-8630-5de186b655dd\" data-image-id=\"80eb04c6-6a39-4221-8630-5de186b655dd\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ca373a2b-8e24-4850-bd23-3aca7b43a770/merged%20i-profile%20.png\" data-asset-id=\"80eb04c6-6a39-4221-8630-5de186b655dd\" data-image-id=\"80eb04c6-6a39-4221-8630-5de186b655dd\" alt=\"\"></figure>\n<p>You can control what load case or combination will be loaded to the Member application by clicking on Loads and managing Result classes for checks. </p>\n<figure data-asset-id=\"b125e53b-ee6a-48a8-b25f-dd4bc2c8bf0c\" data-image-id=\"b125e53b-ee6a-48a8-b25f-dd4bc2c8bf0c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/db58cf00-8aa0-4e39-8650-aec8641724a6/4-5.png\" data-asset-id=\"b125e53b-ee6a-48a8-b25f-dd4bc2c8bf0c\" data-image-id=\"b125e53b-ee6a-48a8-b25f-dd4bc2c8bf0c\" alt=\"\"></figure>\n<p>Also by default, the <strong>Evaluate critical effects</strong> function is turned on, which filters out the load cases with the worst effect. It serves to speed up the calculation, it can also be turned off in the <strong>Loads</strong> setting.</p>\n<figure data-asset-id=\"49b99924-8088-4b3b-bc92-3d4f8f2bc758\" data-image-id=\"49b99924-8088-4b3b-bc92-3d4f8f2bc758\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2d4c4a8a-b557-4eec-9301-aaf44213079c/critical%20effects.png\" data-asset-id=\"49b99924-8088-4b3b-bc92-3d4f8f2bc758\" data-image-id=\"49b99924-8088-4b3b-bc92-3d4f8f2bc758\" alt=\"\"></figure>"
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}As written in the article Known limitations, the eccentricity of the beams is not taken over into IDEA StatiCa. That is why we have manually set the purlins to the proper position. The value is calculated as 1/2 (20,8 + 7) = 13,9 in.
This value must also be set to the related members left and right of the analyzed beam.
Before we open the module Member, we have to set the proper value of the modulus of elasticity in tension/compression and shear according to AISC 360-16.
First, add the new steel grade to the project's tab Material. Select steel A992.
After that, by button Edit change the steel properties according to the following picture. The modulus of elasticity in tension/compression and shear is reduced by a factor of 0.8.
After that, select one cross-section after another, and set the correct value for the material as in the following picture.
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"value": "<p>Click on <strong>Operation</strong> and select <strong>Plate to plate</strong>. Chose bolt A325 3/8 size. </p>\n<figure data-asset-id=\"ff361f3a-3276-4a18-8ca6-7c073552a564\" data-image-id=\"ff361f3a-3276-4a18-8ca6-7c073552a564\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/da39c020-addf-4257-a591-f950fdda85ae/14.png\" data-asset-id=\"ff361f3a-3276-4a18-8ca6-7c073552a564\" data-image-id=\"ff361f3a-3276-4a18-8ca6-7c073552a564\" alt=\"\"></figure>\n<p>Change the values according to the following picture.<strong> </strong>Remember, according to <a href=\"https://www.ideastatica.com/support-center/idea-statica-member-theoretical-background#Advanced_design_according_to_AISC_360-16\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">AISC 360-16</a>, use the material where the modulus of elasticity in tension/compression and shear is reduced by a factor of 0.8. After that, click on<strong> Editor.</strong></p>\n<figure data-asset-id=\"2f695242-8d30-4d0e-823c-d5a091ed32c6\" data-image-id=\"2f695242-8d30-4d0e-823c-d5a091ed32c6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c53de6f9-239a-4e8a-8567-2589f613714b/15.png\" data-asset-id=\"2f695242-8d30-4d0e-823c-d5a091ed32c6\" data-image-id=\"2f695242-8d30-4d0e-823c-d5a091ed32c6\" alt=\"\"></figure>\n<p>Click on <strong>Explode</strong>, delete the bolts Nr. 2 and 4, and click OK. </p>\n<figure data-asset-id=\"6832ea80-8ccb-44e0-a711-95bb291dae6c\" data-image-id=\"6832ea80-8ccb-44e0-a711-95bb291dae6c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9a349079-1644-409b-b068-aa0b5de65705/16.png\" data-asset-id=\"6832ea80-8ccb-44e0-a711-95bb291dae6c\" data-image-id=\"6832ea80-8ccb-44e0-a711-95bb291dae6c\" alt=\"\"></figure>\n<p>After you will make the changes, the element should look like this. Continue by clicking ok. </p>\n<figure data-asset-id=\"266a6e87-173f-466b-9fdc-4c5688b75ee2\" data-image-id=\"266a6e87-173f-466b-9fdc-4c5688b75ee2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/740f6403-d586-4667-b3de-173276404f50/17.png\" data-asset-id=\"266a6e87-173f-466b-9fdc-4c5688b75ee2\" data-image-id=\"266a6e87-173f-466b-9fdc-4c5688b75ee2\" alt=\"\"></figure>\n<p>The next <strong>Operation</strong> is the<strong> Stiffening member, </strong>firstly add a new L-profile <strong>L(Imp)3x3x1/4 </strong>according to the following steps on the picture.</p>\n<figure data-asset-id=\"264a990f-7575-422c-99ae-28fe165ef617\" data-image-id=\"264a990f-7575-422c-99ae-28fe165ef617\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7c903fba-0bad-4cfa-b4f5-824a8c136949/19.png\" data-asset-id=\"264a990f-7575-422c-99ae-28fe165ef617\" data-image-id=\"264a990f-7575-422c-99ae-28fe165ef617\" alt=\"\"></figure>\n<p>Then change the values according to the following instructions, the stiffening member should be positioned as shown.</p>\n<figure data-asset-id=\"089730ad-c179-4683-a26f-17e0b6527b83\" data-image-id=\"089730ad-c179-4683-a26f-17e0b6527b83\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0f159037-8b5d-4504-8fbe-73e013239d4e/21.png\" data-asset-id=\"089730ad-c179-4683-a26f-17e0b6527b83\" data-image-id=\"089730ad-c179-4683-a26f-17e0b6527b83\" alt=\"\"></figure>\n<p>Add the operation <strong>Bolt/Anchor grid </strong>with the following values. </p>\n<figure data-asset-id=\"6bb2a2d3-2d72-444f-a6c4-58b708331d67\" data-image-id=\"6bb2a2d3-2d72-444f-a6c4-58b708331d67\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/487a2748-60e0-4c2e-8f0a-8c447f4856a2/ETABS%20BIM%20GRD1.png\" data-asset-id=\"6bb2a2d3-2d72-444f-a6c4-58b708331d67\" data-image-id=\"6bb2a2d3-2d72-444f-a6c4-58b708331d67\" alt=\"\"></figure>\n<p>Copy the <strong>GRD1</strong> operation and change the selected values, as shown in the picture.</p>\n<figure data-asset-id=\"20bcd47d-d5a8-4232-a4cf-fbc124fba8d5\" data-image-id=\"20bcd47d-d5a8-4232-a4cf-fbc124fba8d5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/758a56a9-9e30-4301-b7ef-48befe6d8ec2/23.png\" data-asset-id=\"20bcd47d-d5a8-4232-a4cf-fbc124fba8d5\" data-image-id=\"20bcd47d-d5a8-4232-a4cf-fbc124fba8d5\" alt=\"\"></figure>\n<p>Now add a <strong>Stiffening plate</strong> to the joint with the following values. </p>\n<figure data-asset-id=\"95f554d6-a51a-4515-a1b7-66ade90c4ff4\" data-image-id=\"95f554d6-a51a-4515-a1b7-66ade90c4ff4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/efdd394d-3ce2-4475-abd9-c01dd1001199/ETABS%20BIM%20SP.png\" data-asset-id=\"95f554d6-a51a-4515-a1b7-66ade90c4ff4\" data-image-id=\"95f554d6-a51a-4515-a1b7-66ade90c4ff4\" alt=\"\"></figure>\n<p>After that, In the <strong>Editor</strong>, make changes using the chamfer operation, and set it up according to the image. </p>\n<figure data-asset-id=\"e28d20ab-0995-4ef8-9fe6-f7b4eddb4a7c\" data-image-id=\"e28d20ab-0995-4ef8-9fe6-f7b4eddb4a7c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/70ecf5e1-e950-4a20-88e1-7f39fbd6ca90/25.png\" data-asset-id=\"e28d20ab-0995-4ef8-9fe6-f7b4eddb4a7c\" data-image-id=\"e28d20ab-0995-4ef8-9fe6-f7b4eddb4a7c\" alt=\"\"></figure>\n<p>The last operation is the <strong>Cut</strong> of plate operation, using which we will connect our stiffening plate to the stiffening member by welds. </p>\n<figure data-asset-id=\"9076daf8-ffed-4d84-9828-b78d58fb98e4\" data-image-id=\"9076daf8-ffed-4d84-9828-b78d58fb98e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d52c4cd0-8c2e-46cb-b757-854a4744c500/ETABS%20BIM%20PCUT.png\" data-asset-id=\"9076daf8-ffed-4d84-9828-b78d58fb98e4\" data-image-id=\"9076daf8-ffed-4d84-9828-b78d58fb98e4\" alt=\"\"></figure>\n<p>Now click on <strong>Save</strong> and close the module <strong>Connection</strong>.</p>\n<figure data-asset-id=\"1b8d392f-73e6-4dd2-af08-fc19cc891562\" data-image-id=\"1b8d392f-73e6-4dd2-af08-fc19cc891562\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8c2f3bff-99d0-4c00-89ea-3ecf88170998/29.png\" data-asset-id=\"1b8d392f-73e6-4dd2-af08-fc19cc891562\" data-image-id=\"1b8d392f-73e6-4dd2-af08-fc19cc891562\" alt=\"\"></figure>"
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Name: General BIM Link tutorial - Operations and analysis AISC (steel member)
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"value": "<p>As we have similar joints on both sides of the member, you can copy the operations from the first joint to another. Select another joint, then click <strong>Apply</strong>.</p>\n<figure data-asset-id=\"550e2699-9bec-4246-a5bb-abd6adb8faf7\" data-image-id=\"550e2699-9bec-4246-a5bb-abd6adb8faf7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d3d59795-b0c2-4205-9f93-e3282ae25d28/ETABS%20BIM%20apply.png\" data-asset-id=\"550e2699-9bec-4246-a5bb-abd6adb8faf7\" data-image-id=\"550e2699-9bec-4246-a5bb-abd6adb8faf7\" alt=\"\"></figure>\n<p>Before starting the analysis, firstly left-click on the U-member, add operation<a data-item-id=\"b0ec62ed-a543-448b-8e82-c2352cd91daf\" href=\"\"><strong> Lateral Restraint</strong></a>, and set up the values according to the picture.</p>\n<figure data-asset-id=\"32e96175-260b-4e6f-a632-b44bff3d05c6\" data-image-id=\"32e96175-260b-4e6f-a632-b44bff3d05c6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a4a75e1c-9d9e-4b05-a231-d613c6928037/ETABS%20BIM%20lateral.png\" data-asset-id=\"32e96175-260b-4e6f-a632-b44bff3d05c6\" data-image-id=\"32e96175-260b-4e6f-a632-b44bff3d05c6\" alt=\"\"></figure>\n<p>In the next step add operation <strong>Stiffeners </strong>the<strong> </strong>same way as in the previous step, and configure the values as shown. </p>\n<figure data-asset-id=\"4b0ccf11-85a4-4f95-9feb-42d025999c43\" data-image-id=\"4b0ccf11-85a4-4f95-9feb-42d025999c43\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/53c038b9-4e90-4252-9659-fe9ba5dae023/ETABS%20BIM%20TS.png\" data-asset-id=\"4b0ccf11-85a4-4f95-9feb-42d025999c43\" data-image-id=\"4b0ccf11-85a4-4f95-9feb-42d025999c43\" alt=\"\"></figure>\n<p>For the realistic behavior of the related members, restrict the supports of <strong>177</strong> and<strong> 117</strong> to <strong>X</strong>, <strong>Y</strong>, <strong>Z</strong>, and <strong>Rx</strong>.</p>\n<figure data-asset-id=\"28ec0b13-425e-4a9f-b322-03b6abd71121\" data-image-id=\"28ec0b13-425e-4a9f-b322-03b6abd71121\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4c4bd874-7796-427a-b7a4-efac4d4657d6/30.png\" data-asset-id=\"28ec0b13-425e-4a9f-b322-03b6abd71121\" data-image-id=\"28ec0b13-425e-4a9f-b322-03b6abd71121\" alt=\"\"></figure>\n<p>Also restrict the supports of <strong>145</strong> and<strong> 83</strong> to <strong>X</strong>, <strong>Y</strong>, <strong>Z</strong>, and <strong>Rx, Ry, Rz.</strong></p>\n<figure data-asset-id=\"4bea2b63-0517-49fc-a9de-a13883c01540\" data-image-id=\"4bea2b63-0517-49fc-a9de-a13883c01540\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/58d8f4d2-23c5-40aa-aeb6-32666ece8fe7/31%2C2.png\" data-asset-id=\"4bea2b63-0517-49fc-a9de-a13883c01540\" data-image-id=\"4bea2b63-0517-49fc-a9de-a13883c01540\" alt=\"\"></figure>\n<p>Now the member is ready to be analyzed. Click <strong>Calculate, </strong>it will run the <strong>MNA</strong> (materially non-linear) analysis. </p>\n<figure data-asset-id=\"c8b0bbbd-cf21-46f2-b9fe-4a836a7f621b\" data-image-id=\"c8b0bbbd-cf21-46f2-b9fe-4a836a7f621b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c7b2e7a2-2f9d-45cf-9ae2-db35df71f63d/31.png\" data-asset-id=\"c8b0bbbd-cf21-46f2-b9fe-4a836a7f621b\" data-image-id=\"c8b0bbbd-cf21-46f2-b9fe-4a836a7f621b\" alt=\"\"></figure>\n<p>After that, you will see the result of the calculation, then select the tab <strong>Check</strong> and first click on the <a data-item-id=\"7264c6af-2992-4866-b1e4-b8ca79ab1c57\" href=\"\"><strong>LBA</strong></a> button, consequently <strong>Calculate</strong>. </p>\n<figure data-asset-id=\"6468bac4-46d4-42e6-9092-c394de7b9377\" data-image-id=\"6468bac4-46d4-42e6-9092-c394de7b9377\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cc0170dd-dfd0-4937-8ec8-0c264e634c31/mna.png\" data-asset-id=\"6468bac4-46d4-42e6-9092-c394de7b9377\" data-image-id=\"6468bac4-46d4-42e6-9092-c394de7b9377\" alt=\"\"></figure>\n<p>The second analysis is <a data-item-id=\"9bdd092f-93cd-4a58-9219-02e5db1a6109\" href=\"\"><strong>LBA</strong></a><strong> </strong>(lateral buckling analysis), where we get a critical factor of less than 15.</p>\n<p>This result shows the necessity of running the <strong>GMNIA</strong> (geometrically and materially non-linear analysis).</p>\n<p>Because lateral-torsional buckling is investigated, factor <em>k</em>0 = 0.5 may be used. Amplitude 0.5 • 16,4 • 12 / 200 = <strong>0,492 inches</strong> is applied to the first buckling mode. </p>\n<p>Click on the <strong>imperfection </strong>field for the critical buckling factor, and fill the value we calculated above in the row, as shown in the following picture. Thenceforth you can run the last <strong>GMNIA</strong> (geometrically and materially non-linear) analysis. </p>\n<p>Read more about member stability in <a data-item-id=\"47e9c7cc-0685-507d-855f-fce85ba6b34d\" href=\"\">IDEA StatiCa Member</a>.</p>\n<figure data-asset-id=\"f23af3b5-8c90-44bc-9266-96eb27863cd0\" data-image-id=\"f23af3b5-8c90-44bc-9266-96eb27863cd0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ffe90090-9f27-4ca7-bcf2-4c2f1e1a58c1/lba.png\" data-asset-id=\"f23af3b5-8c90-44bc-9266-96eb27863cd0\" data-image-id=\"f23af3b5-8c90-44bc-9266-96eb27863cd0\" alt=\"\"></figure>\n<p>Here you can see the satisfied results, which means successful calculation.</p>\n<p>You can check the total deformation of the member by clicking on <strong>Usum</strong>, as shown in the picture below. </p>\n<figure data-asset-id=\"11aea81c-4c53-4f83-a4fe-3afa28a8bbfa\" data-image-id=\"11aea81c-4c53-4f83-a4fe-3afa28a8bbfa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a65b91fa-6e88-44ea-906b-df25174a3c56/gmnia%20results%20.png\" data-asset-id=\"11aea81c-4c53-4f83-a4fe-3afa28a8bbfa\" data-image-id=\"11aea81c-4c53-4f83-a4fe-3afa28a8bbfa\" alt=\"\"></figure>\n<p>We have successfully imported and checked an element of the purlin from ETABS. </p>"
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}We have successfully imported and checked a purlin from ETABS.