{"id":24947,"date":"2026-09-28T09:35:54","date_gmt":"2026-09-28T07:35:54","guid":{"rendered":"https:\/\/incoperfil.com\/?post_type=guia-tecnica&#038;p=24947"},"modified":"2026-09-28T16:23:34","modified_gmt":"2026-09-28T14:23:34","slug":"24-heavy-loads-without-propping-with-inco-70-4","status":"publish","type":"guia-tecnica","link":"https:\/\/incoperfil.com\/en\/guia-tecnica\/24-heavy-loads-without-propping-with-inco-70-4\/","title":{"rendered":"24. Heavy Loads Without Propping with INCO 70.4"},"content":{"rendered":"<p>The objective of this example is to analyse the behaviour of a composite floor subjected to high loads while maintaining a construction process without propping. The case makes it possible to assess how the load-bearing capacity of the slab, the structural depth and the fire-resistance requirements interact in a moderate-span solution.<\/p>\n<h2>Initial assumptions<\/h2>\n<p>The following initial conditions are considered:<\/p>\n<h3>Geometry and structural arrangement<\/h3>\n<ul>\n<li>Profile: <a href=\"https:\/\/incoperfil.com\/en\/profiles\/inco-70-4-composite\/\"><strong>INCO 70.4 Composite<\/strong><\/a><\/li>\n<li>Sheet thickness: <strong>1.20 mm<\/strong><\/li>\n<li>Spans in the composite stage: <strong>4 equal spans<\/strong><\/li>\n<li>Span: <strong>3.20 m<\/strong> (V1 = V2 = V3 = V4)<\/li>\n<li>Sheet layout during the formwork stage: <strong>2 sheets (2+2 spans)<\/strong><\/li>\n<li>Construction: <a href=\"https:\/\/incoperfil.com\/en\/guia-tecnica\/24-heavy-loads-without-propping-with-inco-70-4\/\"><strong>composite floor without propping<\/strong><\/a><\/li>\n<li>Required fire resistance: <strong>REI 90<\/strong><\/li>\n<li>Steel supports: <strong>100 mm wide<\/strong><\/li>\n<\/ul>\n<p><\/p>\n<h3>Materials<\/h3>\n<ul>\n<li>Base steel: <strong>S320GD<\/strong> (resistance tables available for S280GD steel)<\/li>\n<li>Structural concrete: <strong>HA-25<\/strong><\/li>\n<\/ul>\n<p><h3>Loads<\/h3>\n<ul>\n<li>Additional permanent loads: <strong>2.0 kN\/m\u00b2<\/strong><\/li>\n<li>Imposed load: <strong>18.0 kN\/m\u00b2<\/strong><\/li>\n<li>Self-weight of the floor: considered internally by the calculation software<\/li>\n<\/ul>\n<p><\/p>\n<h3>Verification criteria<\/h3>\n<ul>\n<li>Formwork stage: <strong>L\/180<\/strong> and an absolute limit of 20 mm, including ponding effect<\/li>\n<li>Composite stage: <strong>L\/350<\/strong> (spans \u2264 3.50 m)<\/li>\n<li>Verification in accordance with <strong>Eurocodes 3 and 4<\/strong>, with fire resistance verified in accordance with <strong>EN 1994-1-2<\/strong><\/li>\n<\/ul>\n<p><\/p>\n<h2>Resulting structural solution after verification<\/h2>\n<p>Applying the above criteria and verifying the formwork stage, composite stage and <strong>REI 90<\/strong> fire resistance, the following configuration is obtained:<\/p>\n<ul>\n<li>Total floor depth (H): <strong>200 mm<\/strong><\/li>\n<li>Concrete compression layer (h): <strong>130 mm<\/strong><\/li>\n<li>Upper reinforcement mesh (crack control and negative moments): <strong>150\u00d7150\u00d710<\/strong><\/li>\n<li>Lower fire reinforcement: <strong>\u00d86 per trough<\/strong>, according to the specific verification<\/li>\n<\/ul>\n<p>\n<strong>Verified imposed load: 18.0 kN\/m\u00b2 over four 3.20 m spans, with REI 90 fire resistance and construction without propping.<\/strong><\/p>\n<h2>Structural interpretation<\/h2>\n<p>This example represents an application in which a moderate span allows the design to focus on the load-bearing capacity of the slab and the fire-resistance requirement, while maintaining construction without propping. Within these ranges, the design is governed by:<\/p>\n<ul>\n<li>verification of the sheet during concrete pouring (formwork stage),<\/li>\n<li>the total floor depth, due to its influence on stiffness and fire behaviour,<\/li>\n<li>and the amount of lower reinforcement required to achieve REI 90 under high loads.<\/li>\n<\/ul>\n<p>\nIn practical terms, the case shows that a solution using <strong>1.20 mm INCO 70.4 Composite<\/strong> can withstand an imposed load of <strong>18.0 kN\/m\u00b2<\/strong> over <strong>3.20 m spans<\/strong> without propping, when a floor depth and reinforcement arrangement compatible with the structural and fire-resistance verifications are adopted.<\/p>\n<h2>Conclusion<\/h2>\n<p>For a composite floor using <strong>1.20 mm INCO 70.4 Composite, H = 200 mm and REI 90 fire resistance<\/strong>, the example verifies an <strong>imposed load of 18.0 kN\/m\u00b2<\/strong> over four <strong>3.20 m spans<\/strong>, while maintaining construction without propping through a <strong>continuous 2+2 layout<\/strong>.<\/p>\n<p>The case shows how, for moderate spans, the system can accommodate high loads through a combination of sheet thickness, slab depth and the required reinforcement. The final design must be carried out through a project-specific verification under the actual conditions of each project.<\/p>\n<h2>Composite Floor Calculation Report<\/h2>\n<p>The above example is for guidance purposes and is based on specific assumptions regarding loads, span, fire resistance and structural arrangement.<\/p>\n<p>The final design of an unpropped composite floor must be formalised through a specific calculation report, documenting the verification of:<\/p>\n<ul>\n<li>Ultimate limit states (bending and shear).<\/li>\n<li>Serviceability limit states during the formwork and composite stages.<\/li>\n<li>Fire resistance in accordance with <strong>EN 1994-1-2<\/strong>.<\/li>\n<li>Construction conditions and the adopted structural arrangement.<\/li>\n<\/ul>\n<p>\nThe Incoperfil Technical Department issues supporting calculation reports adapted to the actual conditions of each project, in accordance with Eurocodes 3 and 4. Requests for calculation reports can be submitted through the technical form available on the website, providing span, load and fire-resistance requirements.<\/p>\n<p>Request a composite floor calculation report through the corresponding technical form.<\/p>\n<h2>Related articles<\/h2>\n<ul>\n<li>Structural calculation of composite floors<\/li>\n<li>Unpropped composite floors<\/li>\n<li>Types of reinforcement for composite floors<\/li>\n<li>Fire resistance of composite floors<\/li>\n<li>Long spans without propping with INCO 100.3<\/li>\n<\/ul>\n<p><\/p>\n<h2>Incoperfil Technical Manual<\/h2>\n<p>For the complete definition of the system, design criteria, calculation bases, resistance tables, construction details and installation procedures, please consult the <strong>Incoperfil Technical Manual for Composite Floors<\/strong>, available upon registration in the Documentation section.<\/p>\n<p><strong>Last updated: September 2026<\/strong><\/p>\n<p>\u00a9 Incoperfil. All rights reserved.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Calculation example using INCO 70.4 Composite and REI 90 for high loads without propping. The analysed solution verifies an imposed load of 18.0 kN\/m\u00b2 over 3.20 m spans, while maintaining construction without propping.<\/p>\n","protected":false},"author":2,"featured_media":14114,"menu_order":25,"template":"","meta":{"_acf_changed":false},"categories":[1328],"tags":[],"class_list":["post-24947","guia-tecnica","type-guia-tecnica","status-publish","has-post-thumbnail","hentry","category-technical-guides-for-composite-flooring"],"acf":[],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.7 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>24. 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