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TOPIC: calculation procedure of the shear

calculation procedure of the shear 1 week 2 days ago #4279

  • qizhen111
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<p>meet the centerline of the beam out of not less than 150mm, extending the edge of the flange of steel beams is not less than 50mm requirements. Second, the steel-concrete composite beams horizontal bar set up Horizontal perpendicular to the steel beams required to be determined by calculation and in line with the minimum amount of reinforcement requirements. 1. Horizontal bars shall be uniformly arranged along the longitudinal direction of the beam. </p>
<p>The transverse bars shall be uniformly arranged along the longitudinal direction of the beam. The lower horizontal section shall be arranged within a distance of 50 mm from the upper flange of the girder. Due to the local pressure of the connecting members, Easier to split, the need to configure reinforcement to be strengthened. 2. Sufficient anchorage length Among the side members at a distance of e & lt; 300 mm from the edge of the concrete slab to the center of </p>
<p>the nearest row of attachments, the transverse reinforcement shall be routed around the connector to form a U-rib. To ensure that it has sufficient anchorage length to prevent longitudinal splitting of the concrete slab due to the connector. 3. The diameter of transverse bars shall not be less than 0.5d. When using peg connectors, the diameter of transverse bars shall not be less than 0.5d. Meanwhile, the distance from the edge of concrete slab to the centerline </p>
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