When a beam flange is coped at the connection, the lateral buckling strength of the coped beam could be significantly less than that predicted by current formulas.
在切去梁翼后(简称切口)梁的侧向屈曲强度会比通常采用的设计理论所计算的强度大大降低。
2
Permissible deviation of bolt hole circle diameter on flange and permissible limited deviation of two adjacent holes on flange shall be less than 0.6mm.
法兰螺栓口中心圆的直径的容许偏差及法兰相邻两孔极限容许偏差的应小于0.6毫米。
3
Molded Wide Arch Design. Greater Motion From Wider Arch. Less Force to Compress. Standard 150lb. ANSIB 16.1 Flange Drilling. Standard Face to Face Dimensions. Vacuum 26 "Hg."