Given a W30x90 beam made from A992 steel: 1) What is the Mn-Lb plot for the limit state of lateral torsional buckling? 2) Develop the Mn-Lb plot for the limit state of lateral torsional buckling if Cb= 1.2? Include table of values used to get plots.
Given a W30x90 beam made from A992 steel: 1) What is the Mn-Lb plot for the limit state of lateral torsional buckling? 2) Develop the Mn-Lb plot for the limit state of lateral torsional buckling if Cb= 1.2? Include table of values used to get plots.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Given a W30x90 beam made from A992 steel:
1) What is the Mn-Lb plot for the limit state of lateral torsional buckling?
2) Develop the Mn-Lb plot for the limit state of lateral torsional buckling if Cb= 1.2?
Include table of values used to get plots.
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Step 1: Introduce the problem statement
VIEWStep 2: Introduce to Lateral Torsional Buckling
VIEWStep 3: Nominal moment capacity corresponding to every stage
VIEWStep 4: Evaluating parameters for W30x90
VIEWStep 5: Nominal moment capacity in plastic region
VIEWStep 6: Nominal moment capacity in inelastic LTB region
VIEWStep 7: Nominal moment capacity in elastic LTB region
VIEWStep 8: Plot Mn-Lb curve
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