34- Easy approach to the Plastic moment for continuous beams.
How to estimate the plastic moment for Continuous beams of three equal spans? The first method is by using the Lower bound theorem.
The steel beam posts have included different categories, for instance:
1-local buckling.
2-Lateral torsional buckling.
3-The coefficient of bending.
4-How do Deflection control the design?
5- continuous beam.
6-Plastic analysis theory.
All these categories have practice problems.
How to estimate the plastic moment for Continuous beams of three equal spans? The first method is by using the Lower bound theorem.
Definitions of the lower bound and uniqueness theorem, what are the main differences between all of these theorems?
Definitions of the upper bound, lower bound, and the Uniqueness theorem, what are the main differences between all of these theorems?
Collapse load for indeterminate beam by using of two methods, the first method is a statical method and the second method is a kinetic method.
How to estimate the collapse load for a simply supported beam under a concentrated load?
Design of continuous beam. We have a Detailed design solved problem 4-15 for which it is required to find the lightest W10 for these beams.