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CHAPTER 3. COMPRESSION MEMBER DESIGN 3.1

CE 405:Design of Steel Structures Prof. Dr. A. Varma EXAMPLE 3.1 Determine the buckling strength of a W 12 x 50 column. Its length is 20 ft. For major axis buckling, it is pinned at both ends. For minor buckling, is it pinned at one end and China Ss400 Prime Structural Steel I Beam, H Beam Bar Universal Steel Profile Column H beam or I beam:Size:1.Web Width (H):100-900mm 2.Flange Width (B):100-300mm 3. Web Thickness (t1):5-30mm 4. Flange Thickness (t2):5-30m:Length:9m 12m:Standard:JIS G3101 EN10025 ASTM A36 ASTM A572 ASTM A992:Material:Q235B Q345B Q420C Q460C SS400 SS540 S235 S275 S355 A36 A572 G50 G60:Technique:Hot rolled:Application

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