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Tutorial 3

Tutorial 3. CUFSM 2.5. LGSI Zee in Bending: Z 12 x 2.5 14g, F y = 50ksi Objective To model a typical Zee purlin or girt in bending and determine the elastic critical local buckling moment (M cr l )and elastic critical distortional buckling moment (M crd ).

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Tutorial 3

Tutorial 3. CUFSM 2.5. LGSI Zee in Bending: Z 12 x 2.5 14g, F y = 50ksi Objective To model a typical Zee purlin or girt in bending and determine the elastic critical local buckling moment (M cr l )and elastic critical distortional buckling moment (M crd ).

242 views • 11 slides

Tutorial 3

Tutorial 3. CUFSM 3.12. LGSI Zee in Bending: Z 12 x 2.5 14g, F y = 50ksi Objective To model a typical Zee purlin or girt in bending and determine the elastic critical local buckling moment (M cr l )and elastic critical distortional buckling moment (M crd ).

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2 MINUTE PEARLS Creating Profiles in AHLTA

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