Question: ( 1 ) There is a axial compression column with the welded I - shaped section as shown in the following figure. The design value

(1) There is a axial compression column with the welded I-shaped section as shown in the following figure. The design value of bearing axial load N=2000kN(including the weight of column). The calculated length is lox =9m,loy=3m. The flange plate of section is a flame cutting edge. The cross-section is not weakened. The steel plate is Q235AF.
Try to check the overall stability of the member.
Table 1 Stability factor , of axially loaded compression members, for Class b sections
\table[[if2352,0,1,2,3,4,5,6,7,8,9],[0,1.000,1.000,1.000,0.999,0.999,0.998,0.997,0.996,0.995,0.994]]
3
\table[[10,0.992,0.991,0.989,0.987,0.985,0.983,0.981,0.978,0.976,0.973],[20,0.970,0.967,0.963,0.960,0.957,0.953,0.950,0.946,0.943,0.939],[30,0.936,0.932,0.929,0.925,0.922,0.918,0.914,0.910,0.906,0.903],[40,0.899,0.895,0.891,0.887,0.882,0.878,0.874,0.870,0.865,0.861],[50,0.856,0.852,0.847,0.842,0.838,0.833,0.828,0.823,0.818,0.813],[60,0.807,0.802,0.797,0.791,0.786,0.780,0.774,0.769,0.763,0.757],[70,0.751,0.745,0.739,0.732,0.726,0.720,0.714,0.707,0.701,0.694],[80,0.688,0.681,0.675,0.668,0.661,0.655,0.648,0.641,0.635,0.628],[90,0.621,0.614,0.608,0.601,0.594,0.588,0.581,0.575,0.568,0.561],[100,0.555,0.549,0.542,0.536,0.529,0.523,0.517,0.511,0.505,0.499],[110,0.493,0.487,0.481,0.475,0.470,0.464,0.458,0.453,0.447,0.442],[120,0.437,0.432,0.426,0.421,0.416,0.411,0.406,0.402,0.397,0.392],[130,0.387,0.383,0.378,0.374,0.370,0.365,0.361,0.357,0.353,0.349],[140,0.345,0.341,0.337,0.333,0.329,0.326,0.322,0.318,0.315,0.311],[150,0.308,0.304,0.301,0.298,0.294,0.291,0.288,0.285,0.282,0.279]]
( 1 ) There is a axial compression column with

Step by Step Solution

There are 3 Steps involved in it

1 Expert Approved Answer
Step: 1 Unlock blur-text-image
Question Has Been Solved by an Expert!

Get step-by-step solutions from verified subject matter experts

Step: 2 Unlock
Step: 3 Unlock

Students Have Also Explored These Related Civil Engineering Questions!