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Generally, the number of steel bars in house beams ranges from 3 to 10, and specific adjustments should be made based on the structural type and load-bearing requirements.**\n\n![](https:\u002F\u002Fcaijing-img.oss-cn-hangzhou.aliyuncs.com\u002Fgallery\u002Fimport_1788801045608_a8920xox_103dafb769.jpg)\n\n### I. Typical Reinforcement Scheme for Roof Beams with a Span of 6 Meters\nFor roof beams with a span of 6 meters, main reinforcement typically uses **HRB400 or HRB500 grade steel bars** to meet strength and ductility requirements. It is recommended to configure **3 steel bars with a diameter of 16-20mm each of HRB400** at both the top and bottom to form a bidirectional load-bearing system. Stirrups must meet the following requirements:\n- **Regular spacing**: The spacing of stirrups is recommended to be ≤200mm to control the width of diagonal cracks and enhance shear resistance.\n- **Requirements for densified zones**: The spacing of stirrups within 1.5 times the beam height at the beam ends should be ≤100mm to enhance seismic performance and prevent local damage by increasing the stirrup ratio.\n\n### II. Differences in Reinforcement for Different Structural Types\n1. **Lightweight steel structures or small-span beams**\n   Suitable for scenarios with small loads and spans ≤4 meters, commonly using **3-5 steel bars**, with each bar typically having a diameter of **8-18mm**. For example, secondary beams in single-story portal frames may only require 3 steel bars with a diameter of 12mm of HRB400.\n\n2. **Large-span or heavy-load beams**\n   When the span is ≥8 meters or concentrated loads (such as equipment or cranes) are present, **8-10 steel bars** need to be configured, and the diameter may increase to **20-25mm**. For example, main beams in industrial plants may use 5 steel bars with a diameter of 22mm each of HRB500 at both the top and bottom to cope with larger bending moments.\n\n### III. Design Specifications and Calculation Requirements\nThe reinforcement scheme must be calculated and reviewed in strict accordance with the \"Code for Design of Concrete Structures\" (GB 50010) or the \"Standard for Design of Steel Structures\" (GB 50017), focusing on verifying the following:\n- **Flexural capacity of normal sections**: Calculate the required area of steel bars using the ultimate state design method to ensure that the beam does not undergo brittle failure under bending moments.\n- **Shear capacity of inclined sections**: Determine the diameter and spacing of stirrups based on the design shear value to avoid diagonal compression failure or shear failure.\n- **Construction requirements**: Include the clear distance between steel bars, the thickness of the protective layer (usually ≥25mm), and the anchorage length to ensure construction feasibility and durability.\n\n**Tip**: In actual engineering projects, the reinforcement design must be comprehensively determined by structural engineers based on specific loads, spans, support conditions, and seismic grades, and detailed construction drawings must be drawn. 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