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Its core function is to bear local loads, including snow accumulation and maintenance live loads, and transfer these loads to the main beam system. Due to bearing only local forces, its load-bearing strength is significantly lower than that of the main beams, and its cross-sectional dimensions are correspondingly smaller. For example, in a standard single-story container house, the cross-sectional height of the secondary beam may be only 1\u002F2 to 1\u002F3 of that of the main beam, balancing structural efficiency and material costs.  \n\n### Key Design Parameters  \n1. **Strength Verification**: It is necessary to ensure that the bending stress (σ) and shear stress (τ) do not exceed the design strength of the steel. Taking Q235B steel as an example, its design bending strength is 215 MPa, and its design shear strength is 125 MPa. During design, stress values should be calculated using the formulas σ = M\u002FW (where M is the bending moment and W is the section modulus) and τ = VQ\u002FIt (where V is the shear force, Q is the static moment, I is the moment of inertia, and t is the web thickness), with a safety factor of 1.1-1.2 retained.  \n2. **Deflection Control**: The specification requires that the maximum roof deflection be ≤ L\u002F250 (where L is the span of the secondary beam). For example, for a secondary beam with a span of 6 meters, the maximum allowable deflection is 24 mm. If the deflection exceeds the limit, it may lead to the failure of the roof drainage slope, causing water accumulation and leakage problems.  \n\n### Adaptation to Special Scenarios  \nIn multi-story or large-span container houses, the design of secondary beams needs to be strengthened:  \n- **Increased Spacing Density**: Shorten the spacing between secondary beams from the conventional 1.2-1.5 meters to 0.8-1.0 meters, dispersing the load application points and reducing the load on individual secondary beams.  \n- **Increased Cross-Section**: Use section steels with higher section moduli (such as H-section steel instead of C-section steel) or increase the web thickness to enhance bending stiffness. For example, when the span exceeds 8 meters, it is recommended that the cross-sectional height of the secondary beam be ≥ 200 mm.  \n\n### Prevention of Safety Hazards  \nDuring long-term use, insufficient design of secondary beams may lead to two types of problems:  \n1. **Floor Deformation**: Excessive deflection of the secondary beam may cause the upper floor slab to sink, affecting user comfort.  \n2. **Roof Collapse**: Under extreme loads (such as heavy snowfall), insufficient bending strength of the secondary beam may lead to local collapse. Therefore, during the design phase, load combination calculations should be carried out based on local climatic conditions (such as snow load zones) to ensure structural safety.",false,{"id":211,"documentId":212,"name":213,"alternativeText":214,"caption":27,"focalPoint":27,"width":215,"height":215,"formats":216,"hash":235,"ext":122,"mime":125,"size":236,"url":237,"previewUrl":27,"provider":147,"provider_metadata":27,"createdAt":238,"updatedAt":238,"publishedAt":238},19481,"ijzvg966k10e4spjsndwlh95","import_1788802414332_lcurlwdb_7380579952.jpg","Roundup: Most Distinctive Container Check-in Spots of 2022 — Cafes & 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