{"id":6111,"date":"2025-09-30T10:13:41","date_gmt":"2025-09-30T10:13:41","guid":{"rendered":"https:\/\/www.buildmatt.net\/blog\/?p=6111"},"modified":"2026-01-08T11:24:29","modified_gmt":"2026-01-08T11:24:29","slug":"fabrication-challenges-in-large-span-steel-structure-trusses-and-how-to-overcome-them","status":"publish","type":"post","link":"https:\/\/www.buildmatt.net\/blog\/fabrication-challenges-in-large-span-steel-structure-trusses-and-how-to-overcome-them\/","title":{"rendered":"Fabrication Challenges in Steel Structure Trusses and How to Overcome Them?"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-post\" data-elementor-id=\"6111\" class=\"elementor elementor-6111\">\n\t\t\t\t<div class=\"elementor-element elementor-element-8f64fca e-flex e-con-boxed e-con e-parent\" data-id=\"8f64fca\" data-element_type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-69ed7c3 elementor-widget elementor-widget-heading\" data-id=\"69ed7c3\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Exploring Challenges in Steel Frame Trusses<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-94a6653 elementor-widget elementor-widget-text-editor\" data-id=\"94a6653\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Provide a technically rigorous, easy-to-apply guide to fabrication challenges in large-span trusses. So teams can control geometry, welding, splices, coatings, logistics and documentation. The guidance stays evergreen, practical and suitable for projects ranging from arenas to residential long bays.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-a388005 e-flex e-con-boxed e-con e-parent\" data-id=\"a388005\" data-element_type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t<div class=\"elementor-element elementor-element-82ace7c e-con-full e-flex e-con e-child\" data-id=\"82ace7c\" data-element_type=\"container\">\n\t\t<div class=\"elementor-element elementor-element-0b429a8 e-con-full e-flex e-con e-child\" data-id=\"0b429a8\" data-element_type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-a788c85 elementor-widget elementor-widget-image\" data-id=\"a788c85\" data-element_type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<a href=\"\/contact-us\" target=\"_blank\">\n\t\t\t\t\t\t\t<img decoding=\"async\" src=\"https:\/\/www.buildmatt.net\/blog\/wp-content\/uploads\/2025\/03\/transfer-your-space.png\" title=\"\" alt=\"Contact Us for Factory Steel Structures\" loading=\"lazy\" \/>\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-e6fc093 e-flex e-con-boxed e-con e-parent\" data-id=\"e6fc093\" data-element_type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-a5d773b elementor-widget elementor-widget-heading\" data-id=\"a5d773b\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h3 class=\"elementor-heading-title elementor-size-default\">Steel Structure Trusses Assembly<\/h3>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-74eab07 elementor-widget elementor-widget-text-editor\" data-id=\"74eab07\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Large spans make small mistakes big. A 2 mm cut error may turn into a 20 mm misalignment at the apex. A slightly overheated weld may twist a chord. A coat of primer on a faying surface may halve a slip coefficient. The solution is not a single trick; it is a chain of disciplined steps that begins at detailing and ends at handover records. This article lays out the most common problems you meet &#8211; and exactly how you can overcome each &#8211; so a long <a href=\"https:\/\/www.buildmatt.net\/blog\/what-types-of-steel-trusses-and-rafters-are-fabricated-for-industrial-and-commercial-projects\/\" target=\"_blank\" rel=\"noopener\"><span style=\"text-decoration: underline;\"><strong>steel structure truss<\/strong><\/span><\/a> assembles on site with minimal adjustment and performs as modelled.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-3d4637e elementor-widget elementor-widget-heading\" data-id=\"3d4637e\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h3 class=\"elementor-heading-title elementor-size-default\">Geometry Control for Long-Span Steel Structure Truss<\/h3>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-11ffac5 elementor-widget elementor-widget-text-editor\" data-id=\"11ffac5\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Challenge<\/strong><\/p><p>Geometry drift accumulates at panel points and nodes, moving bearings and apex positions out of tolerance.<\/p><p><strong>How to overcome<\/strong><\/p><ul><li>Establish a full-length datum grid on a stable shop floor; verify with a calibrated laser at set intervals.<\/li><li>Use hardened jigs with mechanical stops for panel lengths, node angles and heel-to-apex dimensions.<\/li><li>Apply specified camber intentionally; mark camber targets on the jig and re-check after cooldown.<\/li><li>Split extreme spans into transportable segments; publish splice tolerances and shim policies up front.<\/li><li>Measure at steady steel temperatures to avoid thermal bias.<br \/>These steps keep the finished line of the steel structure truss predictable.<\/li><\/ul>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-01ccbcd e-flex e-con-boxed e-con e-parent\" data-id=\"01ccbcd\" data-element_type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-0e1ae9c elementor-widget elementor-widget-image\" data-id=\"0e1ae9c\" data-element_type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img fetchpriority=\"high\" decoding=\"async\" width=\"900\" height=\"400\" src=\"https:\/\/www.buildmatt.net\/blog\/wp-content\/uploads\/2025\/10\/Managing-Weld-Distortion-in-Steel-Trusses.jpg\" class=\"attachment-large size-large wp-image-6117\" alt=\"Managing Weld Distortion in Steel Trusses\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-407c2b6 e-flex e-con-boxed e-con e-parent\" data-id=\"407c2b6\" data-element_type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-c21211a elementor-widget elementor-widget-heading\" data-id=\"c21211a\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Weld Distortion Management in Steel Metal Trusses<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-b73ef42 elementor-widget elementor-widget-text-editor\" data-id=\"b73ef42\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Challenge<\/strong><\/p><p>Weld shrinkage pulls chords off-line, twists nodes and introduces residual stress that complicates erection.<\/p><p><strong>How to overcome<\/strong><\/p><ul><li>Control heat input per WPS: amperage, voltage, travel speed and interpass temperature.<\/li><li>Use back-step and skip sequences; balance welds about the neutral axis.<\/li><li>Fixture with strongbacks sized for expected shrink forces; avoid \u201clight\u201d clamp-ups.<\/li><li>Pre-set counter-camber where analysis supports it and avoid overwelding &#8211; size fillets to design, not excess.<br \/>With this discipline, <a href=\"https:\/\/www.buildmatt.net\/blog\/steel-structure\/\" target=\"_blank\" rel=\"noopener\"><span style=\"text-decoration: underline;\"><strong>steel metal trusses<\/strong><\/span><\/a> remain within straightness and camber targets.<\/li><\/ul>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-8066521 elementor-widget elementor-widget-heading\" data-id=\"8066521\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h3 class=\"elementor-heading-title elementor-size-default\">Steel Truss Frame: Complex Node Access <\/h3>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-2492dff elementor-widget elementor-widget-text-editor\" data-id=\"2492dff\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Challenge<\/strong><\/p><p>Multi-element nodes restrict welder reach, wrench swing and NDT probe access.<\/p><p><strong>How to overcome<\/strong><\/p><ul><li>Build a sample node mock-up to confirm sequencing, torch angles and inspection clearance.<\/li><li>Pre-form plates with templates to minimize on-jig grinding and guesswork.<\/li><li>Dimension tool envelopes on drawings (nut rotation space, socket access, probe paths).<\/li><li>Provide inspection windows or removable infill where UT\/MT needs a clear approach.<br \/>Good node detailing lets the steel truss frame weld, bolt and inspect without compromise.<\/li><\/ul>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-64de56b e-flex e-con-boxed e-con e-parent\" data-id=\"64de56b\" data-element_type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-51d42eb elementor-widget elementor-widget-heading\" data-id=\"51d42eb\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Metal Building Trusses: Splice Fit and Hole Alignment <\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-ef7929b elementor-widget elementor-widget-text-editor\" data-id=\"ef7929b\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Challenge<\/strong><\/p><p>Tolerance stack-up misaligns holes; field reaming damages coatings and schedules.<\/p><p><strong>How to overcome<\/strong><\/p><ul><li>Match-drill and shop-ream splice plies after tack-up; keep each set paired through coating and shipping.<\/li><li>Provide erection bolts separate from final sets; allow short-slotted holes in one ply where permitted.<\/li><li>Run a representative trial fit in the shop; kit and label bolt packs per joint.<br \/>This process delivers fast, repeatable splices for <a href=\"https:\/\/www.buildmatt.net\/product\/precision-engineered-steel-trusses-rafters\" target=\"_blank\" rel=\"noopener\"><span style=\"text-decoration: underline;\"><strong>metal building trusses<\/strong><\/span><\/a>.<\/li><\/ul>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-d525929 e-flex e-con-boxed e-con e-parent\" data-id=\"d525929\" data-element_type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-ece461a elementor-widget elementor-widget-html\" data-id=\"ece461a\" data-element_type=\"widget\" data-widget_type=\"html.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<iframe width=\"100%\" height=\"315\" src=\"https:\/\/www.youtube.com\/embed\/d9fPsW3pQvw?si=tBdjy7nR28ICjf8r\" title=\"YouTube video player\" frameborder=\"0\" allow=\"accelerometer; autoplay; clipboard-write; encrypted-media; gyroscope; picture-in-picture; web-share\" referrerpolicy=\"strict-origin-when-cross-origin\" allowfullscreen><\/iframe>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-97bd73f e-flex e-con-boxed e-con e-parent\" data-id=\"97bd73f\" data-element_type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-9998651 elementor-widget elementor-widget-heading\" data-id=\"9998651\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Roof Truss Steel Structure: Survey and Tolerance Strategy <\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-f4275bf elementor-widget elementor-widget-text-editor\" data-id=\"f4275bf\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<strong>Steel Roof Trusses Challenge<\/strong>\n\nUnknown support levels and tight splice tolerances cause forced fits and shim stacks.\n\n<strong>How to overcome.<\/strong>\n<ul>\n \t<li>Publish a tolerance matrix (cutting, hole, assembly, splice, bearing) in the shop package.<\/li>\n \t<li>Survey bearings and anchors before shipping; adjust pack thicknesses in the shop if needed.<\/li>\n \t<li>Mark centerlines, elevations and camber arrows on members for quick site alignment.\nWith this plan, a roof truss steel structure sets out cleanly.<\/li>\n<\/ul>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-e3b12da e-flex e-con-boxed e-con e-parent\" data-id=\"e3b12da\" data-element_type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-88e712f elementor-widget elementor-widget-heading\" data-id=\"88e712f\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Steel Building Trusses: Controlling Slenderness and Buckling <\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-5890586 elementor-widget elementor-widget-text-editor\" data-id=\"5890586\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Challenge<\/strong><\/p><p>Optimized thin sections may dent in handling, buckle near hot welds or distort under clamps.<\/p><p><strong>How to overcome<\/strong><\/p><ul><li>Thicken local zones (doublers, gusset upgrades) where heat concentrates and forces converge.<\/li><li>Standardize end preps to reduce grinding on delicate edges.<\/li><li>Use temporary stiffeners or chill bars; remove per qualified procedures.<\/li><li>Lift with wide slings and spreader bars; avoid point contact on thin faces.<br \/>This keeps steel building trusses stable from jig to crane.<\/li><\/ul>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-5494f9b e-flex e-con-boxed e-con e-parent\" data-id=\"5494f9b\" data-element_type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-503d471 elementor-widget elementor-widget-heading\" data-id=\"503d471\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Metal Roof Trusses: QA\/QC and NDT Pathways <\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-36bbfde elementor-widget elementor-widget-text-editor\" data-id=\"36bbfde\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Challenge<\/strong><\/p><p>Hidden discontinuities and inaccessible joints undermine quality and delay approvals.<\/p><p><strong>How to overcome<\/strong><\/p><ul><li>Define inspection classes by joint criticality (VT, MT\/PT at toes, UT\/RT for full-pen).<\/li><li>Ensure probe\/tool access during detailing; do not design blind welds.<\/li><li>Calibrate instruments and log results; tie reports to piece marks.<br \/>The QA plan proves that metal roof trusses meet the specified performance.<\/li><\/ul>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-69d19cc e-flex e-con-boxed e-con e-parent\" data-id=\"69d19cc\" data-element_type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-7ead990 elementor-widget elementor-widget-image\" data-id=\"7ead990\" data-element_type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img decoding=\"async\" width=\"900\" height=\"400\" src=\"https:\/\/www.buildmatt.net\/blog\/wp-content\/uploads\/2025\/10\/Protecting-Faying-Surfaces-in-Steel-Roof-Trusses.jpg\" class=\"attachment-large size-large wp-image-6127\" alt=\"Protecting Faying Surfaces in Steel Roof Trusses\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-40029b4 e-flex e-con-boxed e-con e-parent\" data-id=\"40029b4\" data-element_type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-0d150e8 elementor-widget elementor-widget-heading\" data-id=\"0d150e8\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Coating and Faying Surfaces for Prefabricated Steel Roof Trusses<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-1bce7f6 elementor-widget elementor-widget-text-editor\" data-id=\"1bce7f6\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Challenge<\/strong><\/p><p>Overspray on slip-critical faying surfaces reduces friction and bolt performance.<\/p><p><strong>How to overcome<\/strong><\/p><ul><li>Mask faying areas; prepare to the specified blast class; keep surfaces clean until assembly.<\/li><li>Verify dry film thickness and observe cure times before stacking or slinging.<\/li><li>Supply approved touch-up kits for transport and erection scuffs.<br \/>This protects critical joints in <a href=\"https:\/\/www.buildmatt.net\/product\/precision-engineered-steel-trusses-rafters\" target=\"_blank\" rel=\"noopener\"><span style=\"text-decoration: underline;\"><strong>prefabricated steel roof trusses<\/strong><\/span><\/a>.<\/li><\/ul>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-3de53a8 elementor-widget elementor-widget-heading\" data-id=\"3de53a8\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Steel Truss Roof: Rigging and Transport <\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-9c992b6 elementor-widget elementor-widget-text-editor\" data-id=\"9c992b6\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Challenge<\/strong><\/p><p>Long segments may pick up a permanent set during lifting or road transport.<\/p><p><strong>How to overcome<\/strong><\/p><ul><li>Engineer lift lugs and verify temporary load paths; use spreader bars for favorable sling angles.<\/li><li>Support on trailers at calculated points; brace against racking.<\/li><li>Sequence deliveries in erection order to reduce double handling. These controls keep a steel truss roof within straightness tolerance.<\/li><\/ul>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-168950f e-flex e-con-boxed e-con e-parent\" data-id=\"168950f\" data-element_type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-dcc82f2 elementor-widget elementor-widget-heading\" data-id=\"dcc82f2\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Steel Roof Trusses: Residential Detailing <\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-a019342 elementor-widget elementor-widget-text-editor\" data-id=\"a019342\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Challenge<\/strong><\/p><p>Short spans make small misalignments obvious at eaves, ridges and openings.<\/p><p><strong>How to overcome<\/strong><\/p><ul><li>Use repeatable jigs and purlin templates; protect visible faces from spatter.<\/li><li>Provide simple site guides indicating seating angles and bearing positions.<\/li><li>Pre-survey anchors and embeds; correct deviations before fabrication.<br \/>This ensures steel roof trusses residential install straight and read clean in daylight.<\/li><\/ul>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-6cf3fb4 elementor-widget elementor-widget-heading\" data-id=\"6cf3fb4\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h3 class=\"elementor-heading-title elementor-size-default\">House Steel Truss Roof: Interface Clarity <\/h3>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-27aaffd elementor-widget elementor-widget-text-editor\" data-id=\"27aaffd\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Challenge<\/strong><\/p><p>In homes, cladding rails, skylight openings and service penetrations often shift late.<\/p><p><strong>How to overcome<\/strong><\/p><ul><li>Freeze hole patterns early and publish an interface drawing for cladding and MEP.<\/li><li>Where minor movement is likely, design adjustable brackets and define limits.<\/li><li>Maintain a controlled change log so the house steel truss roof and finishes stay aligned.<\/li><\/ul>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-53f6088 e-flex e-con-boxed e-con e-parent\" data-id=\"53f6088\" data-element_type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-2492a0c elementor-widget elementor-widget-heading\" data-id=\"2492a0c\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Steel Trusses: Scope Discipline and Prices<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-51b334c elementor-widget elementor-widget-text-editor\" data-id=\"51b334c\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Challenge<\/strong><\/p><p>Budget pressure may cut essential controls (trial fits, masking, jig time), causing downstream rework.<\/p><p><strong>How to overcome<\/strong><\/p><ul><li>Standardize repeat details (hole grids, plate sizes) to save time without lowering quality.<\/li><li>Focus QC on high-risk joints (major splices, heavy nodes, slip-critical connections).<\/li><li>Make assumptions that drive <a href=\"https:\/\/www.buildmatt.net\/blog\/steel-trusses-vs-wooden-trusses-which-is-better-for-large-structures\/\" target=\"_blank\" rel=\"noopener\"><span style=\"text-decoration: underline;\"><strong>steel trusses prices<\/strong><\/span><\/a> explicit &#8211; camber tolerances, splice machining, trial assembly &#8211; so the team spends where it truly prevents rework.<\/li><\/ul>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-c9a88c5 e-flex e-con-boxed e-con e-parent\" data-id=\"c9a88c5\" data-element_type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-1cc11b1 elementor-widget elementor-widget-image\" data-id=\"1cc11b1\" data-element_type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<a href=\"tel:+256753592635\" target=\"_blank\">\n\t\t\t\t\t\t\t<img decoding=\"async\" width=\"768\" height=\"80\" src=\"https:\/\/www.buildmatt.net\/blog\/wp-content\/uploads\/2025\/02\/call-away.png\" class=\"attachment-large size-large wp-image-2309\" alt=\"Call us for Steel Structure\" \/>\t\t\t\t\t\t\t\t<\/a>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-8ff72cb e-flex e-con-boxed e-con e-parent\" data-id=\"8ff72cb\" data-element_type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-afc58fd elementor-widget elementor-widget-heading\" data-id=\"afc58fd\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Steel Trusses Manufacturers: Capability Alignment <\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-0c2f21e elementor-widget elementor-widget-text-editor\" data-id=\"0c2f21e\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>Challenge<\/strong><\/p><p>Drawings that ignore shop limits (max jig length, preferred hole ranges, coating windows) create redesigns.<\/p><p><strong>How to overcome<\/strong><\/p><ul><li>Confirm practical limits early; set member breakpoints and standard bolt patterns accordingly.<\/li><li>Lock-in procurement for long-lead items (thick plate, special bolts) to avoid idle time.<\/li><li>Keep a short risk register with owners and dates; revisit at every stage gate.<br \/>Aligned expectations help <a href=\"https:\/\/www.buildmatt.net\/\" target=\"_blank\" rel=\"noopener\"><span style=\"text-decoration: underline;\"><strong>steel trusses manufacturers<\/strong><\/span><\/a> deliver on first pass.<\/li><\/ul>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-e808b12 e-flex e-con-boxed e-con e-parent\" data-id=\"e808b12\" data-element_type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-2dee508 elementor-widget elementor-widget-heading\" data-id=\"2dee508\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Conclusion: Large-span steel truss success is predictable<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-2c8c0f8 elementor-widget elementor-widget-text-editor\" data-id=\"2c8c0f8\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Large-span truss success is predictable when the workflow is intentional. Control geometry with datums and jigs; anticipate weld shrinkage with balanced sequences and strong fixtures; design nodes for access and inspection; align splices with match-drilled assemblies; protect faying surfaces; engineer lifts and transport; survey supports before shipping; and document every step. Do this consistently and long spans bolt together without force, align to design camber and perform as modeled &#8211; today and over the long service life.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-ad7690f e-flex e-con-boxed e-con e-parent\" data-id=\"ad7690f\" data-element_type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-57c572a elementor-widget elementor-widget-heading\" data-id=\"57c572a\" data-element_type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">FAQs About Steel Structure Trusses <\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-7f83ba1 elementor-widget elementor-widget-elementskit-accordion\" data-id=\"7f83ba1\" data-element_type=\"widget\" data-widget_type=\"elementskit-accordion.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"ekit-wid-con\" >\n        <div class=\"elementskit-accordion accoedion-primary\" id=\"accordion-69f63e000d64f\">\n\n            \n                <div class=\"elementskit-card active\">\n                    <div class=\"elementskit-card-header\" id=\"primaryHeading-0-7f83ba1\">\n                        <a href=\"#collapse-24a155969f63e000d64f\" class=\"ekit-accordion--toggler elementskit-btn-link collapsed\" data-ekit-toggle=\"collapse\" data-target=\"#Collapse-24a155969f63e000d64f\" aria-expanded=\"true\" aria-controls=\"Collapse-24a155969f63e000d64f\">\n                                                            <div class=\"ekit_accordion_icon_left_group\">\n                                    <div class=\"ekit_accordion_normal_icon\">\n                                        <!-- Normal Icon -->\n                                        <svg class=\"e-font-icon-svg e-fas-caret-right\" viewBox=\"0 0 192 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M0 384.662V127.338c0-17.818 21.543-26.741 34.142-14.142l128.662 128.662c7.81 7.81 7.81 20.474 0 28.284L34.142 398.804C21.543 411.404 0 402.48 0 384.662z\"><\/path><\/svg>                                    <\/div>\n\n                                    <div class=\"ekit_accordion_active_icon\">\n                                        <!-- Active Icon -->\n\t\t\t\t\t\t\t\t\t\t<svg class=\"e-font-icon-svg e-fas-sort-up\" viewBox=\"0 0 320 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M279 224H41c-21.4 0-32.1-25.9-17-41L143 64c9.4-9.4 24.6-9.4 33.9 0l119 119c15.2 15.1 4.5 41-16.9 41z\"><\/path><\/svg>                                    <\/div>\n                                <\/div>\n\n                            \n                            <span class=\"ekit-accordion-title\">What typically causes on-site misalignment of long trusses?<\/span>\n\n                            \n                                                    <\/a>\n                    <\/div>\n\n                    <div id=\"Collapse-24a155969f63e000d64f\" class=\" show collapse\" aria-labelledby=\"primaryHeading-0-7f83ba1\" data-parent=\"#accordion-69f63e000d64f\">\n\n                        <div class=\"elementskit-card-body ekit-accordion--content\">\n                            <p>Cumulative tolerance stack-up plus weld shrinkage. A staged measurement plan, balanced weld sequencing, robust fixturing and shop trial-fits can reduce most alignment issues before shipping.<\/p>                        <\/div>\n\n                    <\/div>\n\n                <\/div><!-- .elementskit-card END -->\n\n                \n                <div class=\"elementskit-card \">\n                    <div class=\"elementskit-card-header\" id=\"primaryHeading-1-7f83ba1\">\n                        <a href=\"#collapse-354875369f63e000d64f\" class=\"ekit-accordion--toggler elementskit-btn-link collapsed\" data-ekit-toggle=\"collapse\" data-target=\"#Collapse-354875369f63e000d64f\" aria-expanded=\"false\" aria-controls=\"Collapse-354875369f63e000d64f\">\n                                                            <div class=\"ekit_accordion_icon_left_group\">\n                                    <div class=\"ekit_accordion_normal_icon\">\n                                        <!-- Normal Icon -->\n                                        <svg class=\"e-font-icon-svg e-fas-caret-right\" viewBox=\"0 0 192 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M0 384.662V127.338c0-17.818 21.543-26.741 34.142-14.142l128.662 128.662c7.81 7.81 7.81 20.474 0 28.284L34.142 398.804C21.543 411.404 0 402.48 0 384.662z\"><\/path><\/svg>                                    <\/div>\n\n                                    <div class=\"ekit_accordion_active_icon\">\n                                        <!-- Active Icon -->\n\t\t\t\t\t\t\t\t\t\t<svg class=\"e-font-icon-svg e-fas-sort-up\" viewBox=\"0 0 320 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M279 224H41c-21.4 0-32.1-25.9-17-41L143 64c9.4-9.4 24.6-9.4 33.9 0l119 119c15.2 15.1 4.5 41-16.9 41z\"><\/path><\/svg>                                    <\/div>\n                                <\/div>\n\n                            \n                            <span class=\"ekit-accordion-title\">How can welding distortion be minimized on long chords?<\/span>\n\n                            \n                                                    <\/a>\n                    <\/div>\n\n                    <div id=\"Collapse-354875369f63e000d64f\" class=\" collapse\" aria-labelledby=\"primaryHeading-1-7f83ba1\" data-parent=\"#accordion-69f63e000d64f\">\n\n                        <div class=\"elementskit-card-body ekit-accordion--content\">\n                            <p>Control heat input per WPS, use back-step\/skip patterns, weld symmetrically about the neutral axis, apply counter-camber verified after cooldown and avoid overwelding.<\/p>                        <\/div>\n\n                    <\/div>\n\n                <\/div><!-- .elementskit-card END -->\n\n                \n                <div class=\"elementskit-card \">\n                    <div class=\"elementskit-card-header\" id=\"primaryHeading-2-7f83ba1\">\n                        <a href=\"#collapse-3436fa469f63e000d64f\" class=\"ekit-accordion--toggler elementskit-btn-link collapsed\" data-ekit-toggle=\"collapse\" data-target=\"#Collapse-3436fa469f63e000d64f\" aria-expanded=\"false\" aria-controls=\"Collapse-3436fa469f63e000d64f\">\n                                                            <div class=\"ekit_accordion_icon_left_group\">\n                                    <div class=\"ekit_accordion_normal_icon\">\n                                        <!-- Normal Icon -->\n                                        <svg class=\"e-font-icon-svg e-fas-caret-right\" viewBox=\"0 0 192 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M0 384.662V127.338c0-17.818 21.543-26.741 34.142-14.142l128.662 128.662c7.81 7.81 7.81 20.474 0 28.284L34.142 398.804C21.543 411.404 0 402.48 0 384.662z\"><\/path><\/svg>                                    <\/div>\n\n                                    <div class=\"ekit_accordion_active_icon\">\n                                        <!-- Active Icon -->\n\t\t\t\t\t\t\t\t\t\t<svg class=\"e-font-icon-svg e-fas-sort-up\" viewBox=\"0 0 320 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M279 224H41c-21.4 0-32.1-25.9-17-41L143 64c9.4-9.4 24.6-9.4 33.9 0l119 119c15.2 15.1 4.5 41-16.9 41z\"><\/path><\/svg>                                    <\/div>\n                                <\/div>\n\n                            \n                            <span class=\"ekit-accordion-title\">Are trial assemblies necessary for large splices?<\/span>\n\n                            \n                                                    <\/a>\n                    <\/div>\n\n                    <div id=\"Collapse-3436fa469f63e000d64f\" class=\" collapse\" aria-labelledby=\"primaryHeading-2-7f83ba1\" data-parent=\"#accordion-69f63e000d64f\">\n\n                        <div class=\"elementskit-card-body ekit-accordion--content\">\n                            <p>They are strongly recommended. A representative trial fit confirms hole alignment, tool clearance and pack thicknesses, reducing field reaming and erection delays.<\/p>                        <\/div>\n\n                    <\/div>\n\n                <\/div><!-- .elementskit-card END -->\n\n                \n                <div class=\"elementskit-card \">\n                    <div class=\"elementskit-card-header\" id=\"primaryHeading-3-7f83ba1\">\n                        <a href=\"#collapse-0bb9b5169f63e000d64f\" class=\"ekit-accordion--toggler elementskit-btn-link collapsed\" data-ekit-toggle=\"collapse\" data-target=\"#Collapse-0bb9b5169f63e000d64f\" aria-expanded=\"false\" aria-controls=\"Collapse-0bb9b5169f63e000d64f\">\n                                                            <div class=\"ekit_accordion_icon_left_group\">\n                                    <div class=\"ekit_accordion_normal_icon\">\n                                        <!-- Normal Icon -->\n                                        <svg class=\"e-font-icon-svg e-fas-caret-right\" viewBox=\"0 0 192 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M0 384.662V127.338c0-17.818 21.543-26.741 34.142-14.142l128.662 128.662c7.81 7.81 7.81 20.474 0 28.284L34.142 398.804C21.543 411.404 0 402.48 0 384.662z\"><\/path><\/svg>                                    <\/div>\n\n                                    <div class=\"ekit_accordion_active_icon\">\n                                        <!-- Active Icon -->\n\t\t\t\t\t\t\t\t\t\t<svg class=\"e-font-icon-svg e-fas-sort-up\" viewBox=\"0 0 320 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M279 224H41c-21.4 0-32.1-25.9-17-41L143 64c9.4-9.4 24.6-9.4 33.9 0l119 119c15.2 15.1 4.5 41-16.9 41z\"><\/path><\/svg>                                    <\/div>\n                                <\/div>\n\n                            \n                            <span class=\"ekit-accordion-title\">How should slip-critical faying surfaces be treated around coatings?<\/span>\n\n                            \n                                                    <\/a>\n                    <\/div>\n\n                    <div id=\"Collapse-0bb9b5169f63e000d64f\" class=\" collapse\" aria-labelledby=\"primaryHeading-3-7f83ba1\" data-parent=\"#accordion-69f63e000d64f\">\n\n                        <div class=\"elementskit-card-body ekit-accordion--content\">\n                            <p>Mask them, meet the specified surface preparation, verify DFT on adjacent coatings and keep faying surfaces clean and uncoated until assembly; then use approved touch-up nearby.<\/p>                        <\/div>\n\n                    <\/div>\n\n                <\/div><!-- .elementskit-card END -->\n\n                \n                <div class=\"elementskit-card \">\n                    <div class=\"elementskit-card-header\" id=\"primaryHeading-4-7f83ba1\">\n                        <a href=\"#collapse-2a9df2769f63e000d64f\" class=\"ekit-accordion--toggler elementskit-btn-link collapsed\" data-ekit-toggle=\"collapse\" data-target=\"#Collapse-2a9df2769f63e000d64f\" aria-expanded=\"false\" aria-controls=\"Collapse-2a9df2769f63e000d64f\">\n                                                            <div class=\"ekit_accordion_icon_left_group\">\n                                    <div class=\"ekit_accordion_normal_icon\">\n                                        <!-- Normal Icon -->\n                                        <svg class=\"e-font-icon-svg e-fas-caret-right\" viewBox=\"0 0 192 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M0 384.662V127.338c0-17.818 21.543-26.741 34.142-14.142l128.662 128.662c7.81 7.81 7.81 20.474 0 28.284L34.142 398.804C21.543 411.404 0 402.48 0 384.662z\"><\/path><\/svg>                                    <\/div>\n\n                                    <div class=\"ekit_accordion_active_icon\">\n                                        <!-- Active Icon -->\n\t\t\t\t\t\t\t\t\t\t<svg class=\"e-font-icon-svg e-fas-sort-up\" viewBox=\"0 0 320 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M279 224H41c-21.4 0-32.1-25.9-17-41L143 64c9.4-9.4 24.6-9.4 33.9 0l119 119c15.2 15.1 4.5 41-16.9 41z\"><\/path><\/svg>                                    <\/div>\n                                <\/div>\n\n                            \n                            <span class=\"ekit-accordion-title\">What documents demonstrate fabrication quality at handover?<\/span>\n\n                            \n                                                    <\/a>\n                    <\/div>\n\n                    <div id=\"Collapse-2a9df2769f63e000d64f\" class=\" collapse\" aria-labelledby=\"primaryHeading-4-7f83ba1\" data-parent=\"#accordion-69f63e000d64f\">\n\n                        <div class=\"elementskit-card-body ekit-accordion--content\">\n                            <p>Traceable mill certificates, WPS\/PQR and welder qualifications, staged dimensional reports, NDT records, coating thickness logs, bolt-tension reports and red-lined as-built drawings.<\/p>                        <\/div>\n\n                    <\/div>\n\n                <\/div><!-- .elementskit-card END -->\n\n                                        <\/div>\n    <\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-34e91d6 e-flex e-con-boxed e-con e-parent\" data-id=\"34e91d6\" data-element_type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-2a80a3c elementor-widget elementor-widget-html\" data-id=\"2a80a3c\" data-element_type=\"widget\" data-widget_type=\"html.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<script type=\"application\/ld+json\">\r\n{\r\n  \"@context\": \"https:\/\/schema.org\",\r\n  \"@type\": \"FAQPage\",\r\n  \"mainEntity\": [{\r\n    \"@type\": \"Question\",\r\n    \"name\": \"What typically causes on-site misalignment of long trusses?\",\r\n    \"acceptedAnswer\": {\r\n      \"@type\": \"Answer\",\r\n      \"text\": \"Cumulative tolerance stack-up plus weld shrinkage. 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