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Design a welded box section axial compression member, the steel is Q235B. Column height 9m, hinged at the top and fixed at the bottom.
Design a welded box section axial compression member, the steel is Q235B. Column height 9m, hinged at the top and fixed at the bottom. The standard value of permanent load under axial pressure is NGk=1500KN, and the standard value of variable load is Nok=3000KN. 0006 0006 Design a welded box section axial compression member, the steel is Q235B. Column height 9m, hinged at the top and fixed at the bottom. The standard value of permanent load under axial pressure is NGk=1500KN, and the standard value of variable load is Nok=3000KN. 0006 0006 Design a welded box section axial compression member, the steel is Q235B. Column height 9m, hinged at the top and fixed at the bottom. The standard value of permanent load under axial pressure is NGk=1500KN, and the standard value of variable load is Nok=3000KN. 0006 0006
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