Rigid tie rods shall be provided along the entire length of the house at the corner of the frame (side column roof, roof ridge and mid-pillar roof of multi-span rigid frame). (7) The horizontal truss consisting of supporting diagonal bars, etc., whose straight webs should be considered as rigid webs. (8) Rigid tie rods can be made of purlins. In this case, purlins should satisfy the bearing capacity and stiffness requirements of the bending members. When not satisfied, steel tubes, H-beams or other cross-section bars can be installed between the rigid beams. (9) When the crane is equipped with a crane of not less than 5t in the house, the support between the columns should be made of section steel; when the support between columns is not allowed in the house, the longitudinal frame should be provided.Housing components will involve the problem of heavy load bearing structure, only gravity within the framework of the structure, it will not cause security risks. So what are the factors that affect the shear capacity of the interface? What are the calculation steps of the shear capacity of the inclined section and the checking procedure of bearing capacity? This article is for everyone to introduce. Diagonal section shear capacity calculation of a position, the impact of the interface shear capacity What are the main factors 1 shear span ?? 2. Concrete grade 3. With the stirrup rate ??sv and
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