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can be decided as the Class b section. Determine the design value of axial load capacity.

can be decided as the Class b section. Determine the design value of axial load capacity.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Steel Structures

3. Awelded I-shape column is shown, which is supported by pins at two ends and its height is 6m. There is a lateral support in x direction at the center. Steel is Q235. f,=235N/mm?, f-215N/mm. The flange edge is flame-cut, and no punching or holes in the section. The classifications about axis x and axis y can be decided as the Class section. Determine the design value of axial load capacity. 280 (a) (b) Table1 Stability factor , of axially loaded compression members, for Class b sections fy 30 35 40 45 55 60 65 70 235 0.936 0.918 0.899 0.878 0.856 0.833 0.807 0.780 0.751 3m 320
Transcribed Image Text:3. Awelded I-shape column is shown, which is supported by pins at two ends and its height is 6m. There is a lateral support in x direction at the center. Steel is Q235. f,=235N/mm?, f-215N/mm. The flange edge is flame-cut, and no punching or holes in the section. The classifications about axis x and axis y can be decided as the Class section. Determine the design value of axial load capacity. 280 (a) (b) Table1 Stability factor , of axially loaded compression members, for Class b sections fy 30 35 40 45 55 60 65 70 235 0.936 0.918 0.899 0.878 0.856 0.833 0.807 0.780 0.751 3m 320
II. Calculation Questions 1. The fillet welds are used in the joint. The design value of the weld strength is f" = 160N / mm² .The leg size of the welds is h=12mm (tabs are used). The design values of the static loads are N=550kN and P=500kN, respectively. Check whether the welded connection satisfactory? (unit in Fig: mm) F091 ** 092
Transcribed Image Text:II. Calculation Questions 1. The fillet welds are used in the joint. The design value of the weld strength is f" = 160N / mm² .The leg size of the welds is h=12mm (tabs are used). The design values of the static loads are N=550kN and P=500kN, respectively. Check whether the welded connection satisfactory? (unit in Fig: mm) F091 ** 092
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