{"id":73,"date":"2025-05-20T22:35:29","date_gmt":"2025-05-20T14:35:29","guid":{"rendered":"http:\/\/www.structurevspoem.com\/?p=73"},"modified":"2025-05-20T22:57:52","modified_gmt":"2025-05-20T14:57:52","slug":"73","status":"publish","type":"post","link":"http:\/\/www.structurevspoem.com\/?p=73","title":{"rendered":"PERFORM-3D\u4e2d\u6881\u81ea\u91cd\u8377\u8f7d\u7684\u7ec6\u8282Key Details on Beam Self-Weight Load in Perform-3D"},"content":{"rendered":"
P3D\u6280\u672f\u7b14\u8bb0\uff1a\u81ea\u91cd\u8377\u8f7d\u5904\u7406\u8981\u70b9\u89e3\u6790<\/h5>\n
\n

\u4e24\u4e2a\u6708\u6ca1\u66f4\u65b0\uff0c\u4eca\u65e5\u66f4\u65b0\u70b9\u5c0f\u4e1c\u897f\uff0c\u4e0d\u6d89\u53ca\u4ee3\u7801\u548c\u516c\u5f0f\uff0cP3D\u7684\u5fe0\u7c89\u53ef\u80fd\u4f1a\u559c\u6b22\u3002
\n\u884c\u60c5\u65e5\u4e0b\uff0c\u4e0d\u8981\u95ee\u6211\u4e3a\u4ec0\u4e48\u8fd8\u8fd9\u4e48\u6267\u8ff7\u4e8e\u6280\u672f\uff0c\u8981\u95ee\u5c31\u662f\u201c\u6280\u672f\u8ba9\u6211\u6c89\u8ff7\uff0c\u6280\u672f\u8ba9\u6211\u9676\u9189\uff0c\u6280\u672f\u8ba9\u6211\u8ff7\u5931”\u3002
\n\u8fd9\u6837\u8bf4\u6709\u70b9\u5047\uff0c\u4f46\u662f\u4e8b\u5b9e\u5374\u662f\uff0c\u4eba\u751f\u77ed\u6682\uff0c\u8fd9\u4e00\u8f88\u5b50\u4e5f\u53ea\u591f\u6211\u505a\u597d\u6280\u672f\u8fd9\u4e00\u4ef6\u4e8b\u4e86\u3002<\/p>\n<\/blockquote>\n

\n
\u81ea\u91cd\u8377\u8f7d\u5904\u7406\u673a\u5236<\/h6>\n

\u5728P3D\u4e2d\uff0c\u9996\u5148\u9700\u8981\u5728 Compound<\/strong>\uff08\u7ec4\u4ef6\uff09\u9875\u9762\u5b9a\u4e49\u6846\u67b6\u6784\u4ef6\u7ec4\u4ef6\u65f6\uff0c\u4e8e Self Weight<\/strong> \u8f93\u5165\u5355\u4f4d\u957f\u5ea6\u91cd\u91cf\u3002\u7a0b\u5e8f\u5c06\u81ea\u52a8\u8ba1\u7b97\u6784\u4ef6\u957f\u5ea6\uff0c\u5e76\u6267\u884c\u4ee5\u4e0b\u8fd0\u7b97\uff1a\n\u8282\u70b9\u8377\u8f7d = \u5355\u4f4d\u957f\u5ea6\u91cd\u91cf \u00d7 \u6784\u4ef6\u957f\u5ea6 \u00f7 2<\/p>\n

\n
\"Anaconda<\/figure>\n
\n \u56fe|Perform-3D\u81ea\u91cd\u8377\u8f7d\uff08CSI PERFORM-3D\uff09\n <\/figcaption>\n<\/figure>\n
\n
\u8377\u8f7d\u7c7b\u578b\u5b9a\u4e49\u5dee\u5f02<\/h6>\n

\u82e5\u9700\u6cbf\u957f\u5ea6\u65b9\u5411\u65bd\u52a0\u8377\u8f7d\uff08\u5982\u6c34\u5e73\u6881\u5355\u5143\uff09\uff0c\u9700\u901a\u8fc7\u5355\u5143\u5206\u5e03\u8377\u8f7d<\/strong>\u5b9e\u73b0\u3002\u901a\u8fc7Load Patterns<\/strong>\u8377\u8f7d\u7c7b\u578b\u5b9a\u4e49\u7684\u81ea\u91cd\u8377\u8f7d\u754c\u9762\u5982\u4e0b\uff1a<\/p>\n

\n
\"Anaconda<\/figure>\n
\n\u56fe| Perform-3D\u8377\u8f7d\u7c7b\u578b\u4e2d\u81ea\u91cd\u8377\u8f7d\uff08CSI PERFORM-3D\uff09\n <\/figcaption>\n<\/figure>\n

\u70b9\u51fb Plor Loads<\/strong> \u540e\u663e\u793a\u8377\u8f7d\u5206\u5e03\uff1a<\/p>\n

\n
\"Anaconda<\/figure>\n
\n \u56fe | Perform-3D\u8377\u8f7d\u7c7b\u578b\u4e2d\u81ea\u91cd\u8377\u8f7d\u663e\u793a\u4e3a\u8282\u70b9\u8377\u8f7d\uff08CSI PERFORM-3D\uff09\n <\/figcaption>\n<\/figure>\n
\n
\u5de5\u7a0b\u5f71\u54cd\u5206\u6790<\/h5>\n
\u5173\u952e\u53d1\u73b0<\/h6>\n
    \n
  • \u8282\u70b9\u8377\u8f7d\u76f4\u63a5\u4f20\u9012\u81f3\u7ad6\u5411\u6784\u4ef6\uff08\u67f1\/\u5899\uff09<\/li>\n
  • \u5f53\u6881\u81ea\u91cd\u4ea7\u751f\u7684\u5f2f\u77e9\u4e0d\u53ef\u5ffd\u7565\u65f6\uff08\u5982\u60ac\u6311\u6881\/\u5927\u8de8\u5ea6\u6881\uff09\uff0c\u53ef\u80fd\u5bfc\u81f4\u8bc4\u4f30\u504f\u4e0d\u5b89\u5168<\/strong>\n
    \n
    \"Anaconda<\/figure>\n
    \n\u56fe | \u8282\u70b9\u8377\u8f7d\u76f4\u63a5\u4f20\u9012\u7ed9\u67f1\u6881\u4e0d\u4ea7\u751f\u5f2f\u77e9\n<\/figcaption>\n<\/figure><\/li>\n<\/ul>\n
    \n
    \u5de5\u7a0b\u5b9e\u4f8b\u9a8c\u8bc1<\/h6>\n

    \u67d0\u6846\u67b6\u6848\u4f8b\u53c2\u6570\uff1a<\/p>\n

      \n
    • \u6881\u622a\u9762\uff1a550\u00d7700<\/li>\n
    • \u6881\u8de8\u5ea6\uff1a8m<\/li>\n
    • \u9644\u52a0\u6052\u8f7d\uff1a\u4e09\u89d2\u5f62\u5206\u5e03\uff08\u697c\u677f\u4f20\u9012\uff09<\/li>\n
    • \u5916\u5899\u7ebf\u8377\u8f7d\uff1a4.0kN\/m<\/li>\n
    • \u6881\u81ea\u91cd\u8377\u8f7d\uff1a7.71kN\/m<\/li>\n<\/ul>\n
      \n
      \"Anaconda<\/figure>\n
      \n \u56fe | \u5c0f\u5b9e\u4f8b\u4e2d\u8377\u8f7d\n <\/figcaption>\n<\/figure>\n

      \u7ea2\u8272\u7bad\u5934\u6807\u793a\u6846\u67b6\uff0c\u53ef\u89c1\u81ea\u91cd\u4ea7\u751f\u7684\u6881\u5f2f\u77e9\u5360\u6bd4\u663e\u8457<\/em><\/p>\n

      \n
      \u4f18\u5316\u5efa\u8bae<\/h6>\n
        \n
      1. \u6881\u5355\u5143<\/strong>\uff1a\u5c06\u81ea\u91cd\u8f6c\u4e3a\u7ebf\u8377\u8f7d\u8f93\u5165<\/li>\n
      2. \u5899\/\u67f1\u5355\u5143<\/strong>\uff1a\u4fdd\u6301\u8282\u70b9\u8377\u8f7d\u8f93\u5165\uff08\u5f71\u54cd\u8f83\u5c0f\uff09<\/li>\n<\/ol>\n
        \n
        \"Anaconda<\/figure>\n
        \n \u56fe | \u5c06\u81ea\u91cd\u8377\u8f7d\u4f5c\u4e3a\u6881\u7ebf\u8377\u8f7d\u8f93\u5165\n <\/figcaption>\n<\/figure>\n
        \n

        \u6ce8\uff1a\u8377\u8f7d\u8f93\u5165\u65b9\u5f0f\u7684\u5dee\u5f02\u76f4\u63a5\u5f71\u54cd\u7ed3\u6784\u5185\u529b\u5206\u5e03\uff0c\u5efa\u8bae\u901a\u8fc7\u5bf9\u6bd4\u5206\u6790\u9a8c\u8bc1\u6a21\u578b\u5408\u7406\u6027\u3002<\/p>\n<\/blockquote>\n

        P3D Technical Notes: Key Insights on Self-Weight Load Handling<\/h5>\n
        \n

        Two months without an update \u2014 time for a quick one! No code or formulas here, but loyal P3D fans might find this useful.
        \nDespite market downturns, why do I remain obsessed with technical work? Because “Technology intoxicates me, technology fascinates me, technology consumes me.”<\/strong>
        \nThis sounds dramatic, but the truth is: life is short, and I only have time to master one thing \u2014 technical excellence<\/em>. <\/p>\n<\/blockquote>\n

        \n
        Self-Weight Load Mechanism<\/h5>\n

        In Perform-3D, define the unit length weight of frame components in the Compound<\/strong> (Component) page when creating structural elements. The program automatically calculates member lengths using:
        \nNodal Load = Unit Weight \u00d7 Member Length \u00f7 2<\/strong> <\/p>\n

        \n
        \"Anaconda<\/figure>\n
        \n Fig. | Perform-3D Self-Weight Load (CSI PERFORM-3D)\n <\/figcaption>\n<\/figure>\n
        \n
        Load Pattern Definition Differences<\/h6>\n

        For lengthwise loads (e.g., horizontal beams), use element distributed loads<\/strong>. The self-weight definition interface under Load Patterns<\/strong> appears as: <\/p>\n

        \n
        \"Anaconda<\/figure>\n
        \n Fig. | Self-Weight Load in Load Patterns (CSI PERFORM-3D)\n <\/figcaption>\n<\/figure>\n

        Clicking Plot Loads<\/strong> displays the load distribution: <\/p>\n

        \n
        \"Anaconda<\/figure>\n
        \n Fig. | Self-Weight Displayed as Nodal Loads (CSI PERFORM-3D)\n <\/figcaption>\n<\/figure>\n
        \n

        Engineering Impact Analysis<\/h4>\n

        Critical Observations<\/h5>\n
          \n
        • Nodal loads transfer directly to vertical members (columns\/walls) <\/li>\n
        • When beam self-weight causes significant bending (e.g., cantilevers\/long spans), this may lead to underestimated safety margins<\/strong> <\/li>\n<\/ul>\n
          \n
          \"Anaconda<\/figure>\n
          \n Fig. | Nodal Loads Transfer Directly to Columns Without Bending Moments\n <\/figcaption>\n<\/figure>\n
          \n
          Engineering Validation Case<\/h5>\n

          Frame Parameters<\/strong>: <\/p>\n

            \n
          • Beam Section: 550\u00d7700 <\/li>\n
          • Beam Span: 8m <\/li>\n
          • Additional Dead Load: Triangular distribution (slab load transfer) <\/li>\n
          • Exterior Wall Load: 4.0kN\/m <\/li>\n
          • Beam Self-Weight: 7.71kN\/m <\/li>\n<\/ul>\n
            \n
            \"Anaconda<\/figure>\n
            \n Fig. | Load Distribution in Sample Frame\n <\/figcaption>\n<\/figure>\n

            Red arrows highlight beam moments \u2014 self-weight contributes significantly<\/em> <\/p>\n

            \n
            Optimization Recommendations<\/h6>\n
              \n
            1. Beam Elements<\/strong>: Convert self-weight to distributed loads <\/li>\n
            2. Wall\/Column Elements<\/strong>: Retain nodal load input (minimal impact) <\/li>\n<\/ol>\n
              \n
              \"Anaconda<\/figure>\n
              \n Fig. | Inputting Self-Weight as Beam Distributed Load\n <\/figcaption>\n<\/figure>\n
              \n

              Note: Load input methods directly affect structural internal force distribution. Recommend comparative analysis to validate model accuracy.<\/p>\n<\/blockquote>","protected":false},"excerpt":{"rendered":"

              P3D\u6280\u672f\u7b14\u8bb0\uff1a\u81ea\u91cd\u8377\u8f7d\u5904\u7406\u8981\u70b9\u89e3\u6790 \u4e24\u4e2a\u6708\u6ca1\u66f4\u65b0\uff0c\u4eca\u65e5\u66f4\u65b0 …<\/p>","protected":false},"author":1,"featured_media":86,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[31,42,37],"tags":[43],"class_list":["post-73","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-pbd","category-perform3d","category-structure-design","tag-perform3d"],"yoast_head":"\nPERFORM-3D\u4e2d\u6881\u81ea\u91cd\u8377\u8f7d\u7684\u7ec6\u8282Key Details on Beam Self-Weight Load in Perform-3D - STRUCTUREVSPOEM<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"http:\/\/www.structurevspoem.com\/?p=73\" \/>\n<meta property=\"og:locale\" content=\"zh_CN\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"PERFORM-3D\u4e2d\u6881\u81ea\u91cd\u8377\u8f7d\u7684\u7ec6\u8282Key Details on Beam Self-Weight Load in Perform-3D - 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