转换梁设计统一办法请求(国外英文资料).docVIP

转换梁设计统一措施要求(国外英文资料) The transformation beam designs the unified measure requirement The minimum reinforcement ratio of the vertical bar and the lower longitudinal bar in the beam and the lower longitudinal shall not be less than 0.60%, 0.50% and 0.40% respectively. (1) The diameter of the hoop should not be less than 10mm and the spacing should not be greater than 100mm. The minimum area of the band for the area of the encryption area is not less than 1.3 ft/fyv, 1.2 ft/fyv and 1.1 ft/fyv. (stirrup three-stage steel) At least 50% of the vertical bar in the upper part of the lateral girder of the converted beam is fully connected through the beam, and the lower longitudinal bar should be fully connected to the column. The height should be no more than 200mm, no less than 16mm in diameter. The transformation beam and the transformation column cross section of the cross section are suitable to overlap, and when they do not overlap, the hand calculates the torque and reduces 0.5 (discussion). The cross section of the bridge is not less than 1/8 of the calculated span. The width of the cross section should not be less than the width of the cross section of the beam width. The width of the section width should not be greater than the width of the corresponding direction of the frame column, and not less than the thickness of the wall section and the larger value of 400mm. 9 for column of the transfer beam column part and box wall open hole position of the upper beam, beam stirrups should be encrypted configuration, the range of encryption desirable beam on the column edge or 1.5 times the wall on both sides of the transfer beam height; The diameter of the band, the spacing and the area ratio should meet the provisions of paragraph 2 of article 10.2.7 of this regulation. 10 frame shear wall structure of box beam, the longitudinal reinforcement and waist muscle (figure 10.2.8) should be reliable anchorage in the node area, horizontal Duan Yingshen to column, seismic design