2) splice bar 拼接钢筋;拼接板;鱼尾板3) butt plate splice 钢板对头拼接4) the steel sheet welds the wind duct 薄钢板焊接风管5) steel beam splicing 钢梁拼接 1. In order to compare the seismic characteristics of different steel beam splicing in column-tree moment-resisting frame,six ...
secondary beam 次粱 slotted angle 开槽角钢 section plane 剖面 slotting 开槽 section steel 型钢 SP.= splice connection 拼接节点 shear plane 剪面 space v. 间隔 shear plate simple 单剪板 specification 规范 shear splice 抗剪拼接 stair= staircase 楼梯 short stiffener 短加劲肋 stairway width 楼梯宽度 ...
SOLUTION: The steel column-beam joint structure is made of a steel frame column 10 and a beam end part 30 joined to the steel frame column 10 and is plasticized with a bending resistance smaller than the beam end part 30 at a position apart from the steel frame column 10. A state in...
COLUMN-BEAM JOINTING METHOD AND COLUMN-BEAM JOINT STRUCTURE PROBLEM TO BE SOLVED: To provide a column-beam jointing method capable of properly providing a structure of a square steel pipe column reinforced with a reinforcing plate in jointing a beam to the square steel pipe column in an end pl...
The utility model relates to a beam-end cover plate reinforced-bolted splice joint for a steel framework. The beam-end cover plate reinforced-bolted splice joint is formed in a manner that H-shaped steel overhanging beams and a pillar are crossed and fixed; cover plates which are simultaneously...
A steel joint in my model is non-designable. How can I get more information to find the cause? Can I add dimensions in the Steel Joints add-on? How do the stiffeners on the outer flange edges of a rigid frame joint beam affect the maximum resistant moment as well as the rotational st...
Figure 1.1: Parts of a beam-to-column joint configuration Final draft Page 7 30 April 2002 prEN 1993-1-8 : 20xx A Single-sided beam-to- column joint configuration; B Double-sided beam-to- column joint configuration; C Beam splice; D Column splice; E Column base. a) Major-axis joint...
In [14], they designed specific T-stubs for a moment-resistant splice and a beam-to-column connection. The material is printed directly into the beam and column sections instead of printing the whole joint. In view of the above, the main objectives of this research are the following: To ...
. 3-48 Partial-Joint-Penetration Groove Welds . . . . . . . 4-31 Top Chord Connection to Column . . . . . . . . . . . 3-50 Stud Welds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-32 Bottom Chord Connection to Column . . . . ....
T-sections attached to both flanges – Beam to Beam T-sections attached to both flanges – Beam to Beam Cover plate splice connections – Beam to Beam, Column to Cover plate splice connections – Beam to Beam, Column to Column Column Popular welded moment connections are: Popular welded ...