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"value": "<p>IDEA StatiCa เวอร์ชันใหม่มาแล้ว! เรานำเสนอฟีเจอร์ใหม่และการปรับปรุงอีกชุดหนึ่งเพื่อเพิ่มประสิทธิภาพการออกแบบโครงการคอนกรีตของคุณ ไม่ว่าโครงการคอนกรีตของคุณจะซับซ้อนเพียงใด IDEA StatiCa มอบสิ่งต่อไปนี้:</p>\n<ul>\n <li>การตรวจสอบตามมาตรฐานครบถ้วน</li>\n <li>ประเภทการวิเคราะห์ขั้นสูง</li>\n <li>รูปแบบหน้าตัดและการจัดวางเหล็กเสริมที่ไม่จำกัด</li>\n <li>รายละเอียด Concrete 2D ทั้งหมด</li>\n <li>รายงานที่ช่วยให้โครงการสำเร็จลุล่วง</li>\n</ul>\n<p>ผู้ใช้ของเราดำเนินการนี้ผ่านแอปพลิเคชันแยกกันในปัจจุบัน ได้แก่ Detail, RCS และ Beam เรารู้สึกยินดีเป็นอย่างยิ่งที่จะแนะนำแอปพลิเคชันใหม่ใน IDEA StatiCa Concrete - <strong>Member</strong> ซึ่งจะรวมการออกแบบและการตรวจสอบตามมาตรฐานของชิ้นส่วน Concrete เสริมเหล็กทั้งหมดไว้ในที่เดียว โดยผสานรวมเข้ากับซอฟต์แวร์ FEA ของคุณ Member จะพร้อมใช้งานในรูปแบบ BETA สำหรับผู้ใช้ทุกคนที่มีใบอนุญาต Concrete ใดๆ ของ IDEA StatiCa</p>\n<p>นอกจากแอปใหม่ทั้งหมดนี้ คุณยังสามารถพบการปรับปรุงในเครื่องมือการตรวจสอบตามมาตรฐานของเรา:</p>\n<ul>\n <li>พื้นที่รับแรงบางส่วน</li>\n <li>การตรวจสอบความล้า</li>\n</ul>\n<p>นอกจากนี้ เราได้เตรียมการปรับปรุงบางอย่างสำหรับ <strong>IDEA StatiCa licensing</strong> เพื่อให้คุณสามารถจัดการใบอนุญาตได้อย่างยืดหยุ่นและสะดวกสบาย </p>\n<p>เราหวังว่าคุณจะเพลิดเพลินกับฟีเจอร์ใหม่และการปรับปรุงทั้งหมดของเรา และยินดีรับฟังความคิดเห็นของคุณเสมอ </p>\n<p>คำนวณสิ่งที่เคยเป็นเพียงการประมาณการเมื่อวาน!</p>"
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"value": "<p>Release 20.1 นำเสนอแอปพลิเคชันใหม่สำหรับการออกแบบ Concrete - Concrete Member BETA สร้างแบบจำลอง เสริมเหล็ก และตรวจสอบตามมาตรฐานสำหรับชิ้นส่วน Concrete ที่สำคัญได้ภายในไม่กี่นาที </p>\n<h2>รูปทรงเรขาคณิต</h2>\n<p>ด้วยแอปพลิเคชันใหม่ของเรา ผู้ใช้สามารถออกแบบและประเมินโครงสร้าง Concrete เสริมเหล็กเชิงพื้นที่ที่ประกอบด้วยองค์ประกอบ 1 มิติ ได้แก่ <strong>คาน</strong> และ <strong>เสา</strong> ได้อย่างง่ายดาย ในอนาคตจะสามารถวิเคราะห์ชิ้นส่วนโครงสร้าง 3 มิติที่มีโทโพโลยีใดก็ได้</p>\n<figure data-asset-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\" data-image-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c0124ac5-cca4-4c47-a02d-376dd381631a/Geometry.png\" data-asset-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\" data-image-id=\"d1af910f-dd63-4e10-a160-680ff55b49a6\" alt=\"\"></figure>\n<h2>แรงกระทำ</h2>\n<p>แรงกระทำสามารถใช้ในทิศทางของแกนชิ้นส่วนใดก็ได้ผ่านแรงกระจาย จุดปลายของชิ้นส่วนที่เกี่ยวข้องสามารถรับแรงกระทำแบบจุด (และโมเมนต์) ที่แสดงถึงแรงที่ Node ที่ได้จากการวิเคราะห์โครงสร้างโดยรวม</p>\n<figure data-asset-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\" data-image-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b7dd3740-550b-4ac9-b959-204d964e5125/loads.png\" data-asset-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\" data-image-id=\"b9f3b0d7-f70c-444e-a7d0-15beb1cca1cc\" alt=\"\"></figure>\n<h2>เหล็กเสริม</h2>\n<p>โดยใช้กล่องโต้ตอบที่คุ้นเคย ผู้ใช้สามารถออกแบบเหล็กเสริมตามยาวและเหล็กปลอกในแต่ละชิ้นส่วนได้ แม่แบบที่กำหนดไว้ล่วงหน้าสามารถเร่งกระบวนการออกแบบเหล็กเสริมทั้งหมดได้ ทุกกลุ่มของเหล็กเสริมตามยาวรวมถึงเหล็กปลอกสามารถแก้ไขได้อย่างง่ายดายในหน้าต่าง Property </p>\n<figure data-asset-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\" data-image-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/050aeadb-b26a-493f-b420-d4e379e08a4c/Reinforcement%20editor.png\" data-asset-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\" data-image-id=\"efb2f9f7-ed60-4132-b0f6-3ae453d5f6eb\" alt=\"\"></figure>\n<p><br></p>\n<p>คุณสามารถกำหนดโซนเหล็กเสริมหลายโซนตามความยาวของชิ้นส่วน และสร้างรูปแบบเหล็กเสริมที่ซับซ้อน รวมถึง <strong>ระยะห่างของเหล็กปลอกที่หลากหลาย</strong> และ <strong>ความยาวของเหล็กเสริมตามยาว</strong></p>\n<figure data-asset-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\" data-image-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/da0294c2-e1c9-49f1-93cb-efc1c6a249af/reinforcement.png\" data-asset-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\" data-image-id=\"5f1641eb-3368-44c5-8c6b-d169a502e69a\" alt=\"\"></figure>\n<h2>การวิเคราะห์ </h2>\n<p>การวิเคราะห์ประเภทต่างๆ หลายประเภทจะพร้อมใช้งานสำหรับแบบจำลองโครงสร้างเดียว ในปัจจุบัน สามารถดำเนินการได้เฉพาะ <strong>การวิเคราะห์เชิงเส้น</strong> เท่านั้น แต่การวิเคราะห์ประเภทอื่นๆ จะถูกนำมาใช้ในรุ่นถัดไป </p>\n<p>การวิเคราะห์สี่ประเภทจะพร้อมใช้งานสำหรับการวิเคราะห์ชิ้นส่วน Concrete ขณะนี้สามารถรัน <strong>การวิเคราะห์เชิงเส้น</strong> ใน Concrete Member Beta ได้ ส่วนการวิเคราะห์อีกสามประเภทอยู่ระหว่างการพัฒนาหรืออยู่ในขั้นตอนการปรับแต่งขั้นสุดท้าย </p>\n<figure data-asset-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\" data-image-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/8d0fb810-fec0-4e46-bcdf-d1717695093c/analysis.png\" data-asset-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\" data-image-id=\"ef02ea2f-eb2c-407c-8792-3389c290973a\" alt=\"\"></figure>\n<p><br></p>\n<ul>\n <li>การวิเคราะห์เชิงเส้น (LA): นำมาใช้งานแล้วใน Concrete Member Beta</li>\n</ul>\n<figure data-asset-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\" data-image-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d312cd32-5d17-47c9-8ca2-9a7ace46a38b/linear%20analysis.png\" data-asset-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\" data-image-id=\"b4dcc2b5-67ee-4eea-af28-d6ae214ff1c7\" alt=\"\"></figure>\n<p><br></p>\n<ul>\n <li>การวิเคราะห์ไม่เชิงเส้นทางเรขาคณิตและวัสดุ รวมถึงการวิเคราะห์ความร้อน (GMNA): อยู่ระหว่างการพัฒนา</li>\n</ul>\n<figure data-asset-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\" data-image-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/69989318-5ed5-4f91-9ce5-a535f0e94857/GMNA.png\" data-asset-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\" data-image-id=\"1df6bc15-e233-4ff9-8381-65342c2eb4c6\" alt=\"\"></figure>\n<p><br></p>\n<ul>\n <li>วิธีสนามความเค้นที่สอดคล้อง 2D (CSFM 2D): พัฒนาแล้ว/กำลังปรับปรุง (CSFM พร้อมใช้งานใน IDEA StatiCa Detail)</li>\n</ul>\n<figure data-asset-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\" data-image-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/fafdfe0b-ef04-4243-9ee9-b0fba3f4f4a5/CSFM2D.png\" data-asset-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\" data-image-id=\"bce6d4bc-f477-4a5c-a494-9a11b23430aa\" alt=\"\"></figure>\n<p><br></p>\n<ul>\n <li>วิธีสนามความเค้นที่สอดคล้อง 3D (CSFM 3D): อยู่ระหว่างการพัฒนา</li>\n</ul>\n<figure data-asset-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\" data-image-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/fb1739f5-67b0-44d8-ad91-35bb500dc05e/CSFM3D.png\" data-asset-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\" data-image-id=\"719adb70-3ab9-4e1d-9943-af558f4cf2e4\" alt=\"\"></figure>\n<p><br></p>\n<h2>การตรวจสอบหน้าตัด </h2>\n<p>หลังจากการวิเคราะห์เชิงเส้น ผู้ใช้สามารถรันการตรวจสอบหน้าตัดโดยละเอียดโดยใช้แอปพลิเคชัน RCS ซึ่งจะเลือกหน้าตัดที่มีอัตราการใช้งานสูงสุดในชิ้นส่วนที่วิเคราะห์โดยอัตโนมัติและประเมินผล</p>\n<figure data-asset-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\" data-image-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/dbb35596-824d-42bc-9b77-7dcd0e4af5bf/section%20check.png\" data-asset-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\" data-image-id=\"2bebe845-288a-45c4-ae7d-3cdd7938f72a\" alt=\"\"></figure>\n<p><br></p>\n<p>พร้อมใช้งานใน Edition <strong>Expert </strong>และ <strong>Enhanced </strong></p>"
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"value": "<h2>เหล็กเสริมในพื้นที่รับแรงบางส่วน</h2>\n<p>คุณสามารถออกแบบเหล็กเสริมในพื้นที่รับแรงบางส่วนได้อย่างมีประสิทธิภาพมากขึ้นตั้งแต่เวอร์ชัน 20.1 แท่งเหล็กเสริมเป็นส่วนหนึ่งของแบบจำลอง CSFM และแรงยึดเหนี่ยวระหว่าง Concrete และแท่งเหล็กถือว่าสมบูรณ์แบบ </p>\n<figure data-asset-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" data-image-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/f589881a-d9fc-4105-a625-e64020697db3/Partially%20loaded%20areas-reinf.PNG\" data-asset-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" data-image-id=\"3ab51e56-2e14-40b7-9f70-7ee929f7adeb\" alt=\"\"></figure>\n<h2>เกี่ยวกับพื้นที่รับแรงบางส่วน</h2>\n<p>คุณสมบัตินี้เหมาะสำหรับวิศวกรโครงสร้างด้านชิ้นส่วนสำเร็จรูปและสะพานที่ต้องจัดการกับแรงปฏิกิริยาขนาดใหญ่ที่จุดรองรับหรือแรงอัดแรงภายหลังแบบเข้มข้นจากเอ็นอัดแรงในคาน ประโยชน์ที่ได้รับซ่อนอยู่เหนือการออกแบบที่ไม่อนุรักษ์นิยม ช่วยประหยัดวัสดุและค่าใช้จ่าย</p>\n<p>เราได้หาวิธีจัดการกับความเค้นสามแกนในพื้นที่รับแรงบางส่วน ในพื้นที่เหล่านี้อนุญาตให้เกิดการบดอัดเสียหายของ Concrete และความต้านทานของ Concrete ในแรงอัดสามารถเพิ่มขึ้นได้เนื่องจากการโอบรัดตามขวางตามมาตรฐานที่ใช้บังคับ (Eurocode) การเพิ่มขึ้นของความต้านทานสามารถสูงถึง 3 เท่าของกำลังอัดทรงกระบอกของ Concrete</p>\n<figure data-asset-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" data-image-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/25769cf9-c38a-4738-860c-948de6a17400/Partially%20loaded%20area%201.PNG\" data-asset-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" data-image-id=\"b72f7533-5eae-4ccc-8386-af616f712ff6\" alt=\"\"></figure>\n<p>พื้นที่รับแรงบางส่วนสามารถพบได้ในทุกโครงสร้าง ตัวอย่างทั่วไปได้แก่ แผ่นกั้นสะพานที่มีพื้นที่เหนือจุดรองรับ พื้นที่ใต้พุก หรือแรงกระทำแบบเข้มข้นที่ขอบผนัง พื้นที่รับแรงบางส่วนได้รับการออกแบบตามข้อกำหนดของ Eurocode และในขณะเดียวกันถูกจำกัดด้วยรูปทรงเรขาคณิตของแบบจำลอง (ช่องเปิด ความหนา ขอบ การเปลี่ยนแปลงหน้าตัดอย่างกะทันหัน)</p>\n<figure data-asset-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" data-image-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/88696c5a-2fa2-4f08-b3d7-2ae565699c02/Partially%20loaded%20area%202.png\" data-asset-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" data-image-id=\"db666445-daab-4bbd-8f4c-dd0917b61eba\" alt=\"\"></figure>\n<p>การเพิ่มขึ้นของความต้านทาน Concrete สามารถพิจารณาได้หากการโอบรัดยังคงอยู่ เนื่องจากเงื่อนไขนี้ แท่งเหล็กเสริมจะถูกเพิ่มโดยอัตโนมัติเพื่อผ่านเงื่อนไขเกี่ยวกับการโอบรัดและข้อกำหนดของ Eurocode</p>\n<figure data-asset-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" data-image-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7fecad0b-e34f-415a-86ce-0b5ddf1b674c/Partially%20loaded%20area%20cone.png\" data-asset-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" data-image-id=\"802e353e-22eb-4418-a1c6-c7c47e4f890c\" alt=\"\"></figure>\n<p>ฟังก์ชันนี้รับประกันว่าแบบจำลองจะมีการลู่เข้าและในขณะเดียวกันเป็นไปตามเกณฑ์การออกแบบสำหรับมาตรฐานที่ใช้บังคับ (Eurocode) วิธีที่นำมาใช้นั้นเป็นอิสระจากตาข่าย Finite Element <strong>ความสามารถในการรับแรงเพิ่มขึ้นตาม</strong>การ<strong>เปลี่ยนแปลงของพื้นที่ Concrete ผลที่ตามมาของสภาวะนี้คือความเค้นคงที่ตลอดความสูงของกรวย</strong> ค้ำยันสมมติแบบกระจายส่งผลต่อความแข็งของกรวยอย่างเทียม และกระจายความเค้นตามขวางอย่างถูกต้อง ซึ่งปรากฏในพื้นที่นี้ ความหนาแน่นของค้ำยันแบบกระจายแต่ละอันจะเพิ่มขึ้นในทิศทางของแรงที่กระทำ</p>\n<figure data-asset-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" data-image-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/2a98ab65-1aab-4c54-839b-25a89481479e/Dispersed%20fictitious%20struts.png\" data-asset-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" data-image-id=\"62cc432f-b87c-4de2-b8ca-afd16981510a\" alt=\"\"></figure>\n<p>ข้อจำกัดที่ทราบมาจากมาตรฐานที่ใช้บังคับใน Eurocode</p>\n<ul>\n <li>กรวยต้องไม่ทับซ้อนกัน</li>\n <li>พื้นที่ A<sub>c1</sub> และ A<sub>c0 </sub>อยู่บนแนวผลลัพธ์ของแรงที่กระทำ</li>\n</ul>\n<p><br></p>"
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"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Translated on 12.5.2026 17:17</li>\n <li>de-DE: Translated on 18.5.2026 23:00</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Translated on 12.5.2026 11:57</li>\n <li>fr-FR: Translated on 7.5.2026 17:17</li>\n <li>hu-HU: Translated on 12.5.2026 15:34</li>\n <li>it-IT: Translated on 12.5.2026 13:37</li>\n <li>ko-KR: Translated on 12.5.2026 20:23</li>\n <li>nl-NL: Translated on 12.5.2026 14:38</li>\n <li>pl-PL: Translated on 12.5.2026 19:33</li>\n <li>pt-PT: Translated on 12.5.2026 18:46</li>\n <li>ro-RO: Translated on 12.5.2026 16:27</li>\n <li>ru-RU: Never translated</li>\n <li>th-TH: Translated on 26.5.2026 13:54</li>\n <li>tr-TR: Never translated</li>\n <li>vi-VN: Never translated</li>\n <li>zh-CN: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
},
"system": {
"codename": "dimenzovani_zb_konstrukci_podle_csfm",
"collection": "default",
"id": "9b32b5fe-8779-5426-b128-5cd1d52bcdb9",
"language": "th-TH",
"lastModified": "2026-05-26T11:54:41.7130988Z",
"name": "Reinforced concrete design via CSFM",
"sitemapLocations": [],
"type": "webinar",
"workflowStep": "published",
"workflow": "default"
}
}
]
},
"regions": {
"name": "Region",
"type": "taxonomy",
"value": [
{
"name": "AMER",
"codename": "amer"
},
{
"name": "EMEA",
"codename": "emea"
},
{
"name": "APAC",
"codename": "apac"
}
],
"taxonomyGroup": "region"
},
"product_groups": {
"name": "Product group",
"type": "taxonomy",
"value": [
{
"name": "Concrete",
"codename": "concrete"
}
],
"taxonomyGroup": "product_group"
},
"support_center_article_types": {
"name": "Support center article",
"type": "taxonomy",
"value": [
{
"name": "Knowledge base",
"codename": "knowledgebase_article"
}
],
"taxonomyGroup": "support_center_article"
},
"expertise_levels": {
"name": "Expertise level",
"type": "taxonomy",
"value": [
{
"name": "Beginner",
"codename": "beginner"
},
{
"name": "Intermediate",
"codename": "intermediate"
}
],
"taxonomyGroup": "expertise_level"
},
"labels": {
"name": "Labels",
"type": "taxonomy",
"value": [
{
"name": "Detail 2D",
"codename": "detail"
}
],
"taxonomyGroup": "labels"
},
"attachments__files": {
"name": "Attachments",
"type": "asset",
"value": []
},
"content_priority__value": {
"name": "Content priority value",
"type": "number",
"value": null
},
"options": {
"name": "Options",
"type": "multiple_choice",
"value": []
},
"url_slug": {
"name": "Url slug",
"type": "url_slug",
"value": "partially-loaded-areas"
},
"unique_url_slug": {
"name": "Unique URL slug",
"type": "custom",
"value": "[\"partially-loaded-areas\",\"[autogenerated]\"]"
},
"content_settings__sitemap": {
"name": "Show in sitemap",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__robots": {
"name": "Search engine indexing",
"type": "multiple_choice",
"value": [
{
"name": "default",
"codename": "default"
}
]
},
"content_settings__is_hidden": {
"name": "Hidden nested content",
"type": "multiple_choice",
"value": []
},
"content_settings__is_topped": {
"name": "Topped",
"type": "multiple_choice",
"value": []
},
"metadata__page_title": {
"name": "Page title",
"type": "text",
"value": "พื้นที่รับแรงบางส่วน"
},
"metadata__page_description": {
"name": "Page description",
"type": "text",
"value": "คุณสมบัตินี้เหมาะสำหรับผู้ผลิตชิ้นส่วนสำเร็จรูปที่ต้องจัดการกับแรงปฏิกิริยาขนาดใหญ่ที่จุดรองรับหรือแรงอัดแรงภายหลังแบบเข้มข้นจากเอ็นอัดแรงในคาน"
},
"metadata__page_keywords": {
"name": "Page keywords",
"type": "text",
"value": ""
},
"metadata__canonical_url": {
"name": "Canonical URL",
"type": "text",
"value": ""
},
"metadata__og_title": {
"name": "OG:title",
"type": "text",
"value": ""
},
"metadata__og_description": {
"name": "OG:description",
"type": "text",
"value": ""
},
"metadata__og_image": {
"name": "OG:image",
"type": "asset",
"value": []
},
"translation__translation_connector": {
"name": "Translation Connector",
"type": "taxonomy",
"value": [],
"taxonomyGroup": "languages"
},
"translation__force_translation": {
"name": "Force translation",
"type": "multiple_choice",
"value": []
},
"translation__translate_standalone_nested_content_items": {
"name": "Translate standalone nested content items",
"type": "multiple_choice",
"value": []
},
"translation__last_translation": {
"images": [],
"linkedItemCodenames": [],
"linkedItems": [],
"links": [],
"name": "Last translation",
"type": "rich_text",
"value": "<p>Translation info:</p>\n<ul>\n <li>cs-CZ: Never translated</li>\n <li>de-DE: Never translated</li>\n <li>en-US: Never translated</li>\n <li>es-ES: Never translated</li>\n <li>fr-FR: Never translated</li>\n <li>hu-HU: Never translated</li>\n <li>it-IT: Never translated</li>\n <li>ko-KR: Never translated</li>\n <li>nl-NL: Never translated</li>\n <li>pl-PL: Never translated</li>\n <li>pt-PT: Never translated</li>\n <li>ro-RO: Never translated</li>\n <li>ru-RU: Never translated</li>\n <li>th-TH: Translated on 13.5.2026 13:46</li>\n <li>tr-TR: Never translated</li>\n <li>vi-VN: Never translated</li>\n <li>zh-CN: Never translated</li>\n</ul>\n<p>Publish info:</p>\n<ul>\n <li>Publish info is available only in the main language</li>\n</ul>"
},
"translation__ai_translated": {
"name": "AI translated",
"type": "multiple_choice",
"value": [
{
"name": "Translated",
"codename": "translated"
}
]
},
"page_tree_settings__page_label": {
"name": "Page label",
"type": "text",
"value": ""
},
"page_tree_settings__path_segment": {
"name": "Path segment",
"type": "text",
"value": ""
},
"page_tree_settings__breadcrumb_style": {
"name": "Breadcrumb style",
"type": "multiple_choice",
"value": []
},
"page_tree_settings__hide_in_breadcrumbs": {
"name": "Hide in breadcrumbs",
"type": "multiple_choice",
"value": []
}
}IDEA StatiCa RCS
BIM links
เวอร์ชันของแอปพลิเคชันที่รองรับโดย IDEA StatiCa 20.1 (Concrete)
การออกใบอนุญาต
ไฮไลต์การปรับปรุงการออกใบอนุญาต:
- ความสามารถในการออกจากระบบอัตโนมัติหลังจากที่คุณปิด IDEA StatiCa
- IDEA StatiCa เปิดใช้งานเร็วขึ้น 40 %
- ข้อความแสดงข้อผิดพลาดที่ดีขึ้น เพื่อให้คุณทราบว่าปัญหาเกี่ยวกับใบอนุญาตของคุณคืออะไร
- กล่องโต้ตอบใบอนุญาตใหม่พร้อมปุ่ม "ลืมรหัสผ่าน" ที่เข้าถึงได้ง่าย