37a- Solved problem-8-34 for a nominal uniform load.
Solved problem-8-34, how to determine the plastic Nominal uniform load acting on a continuous steel beam? with different loading& span conditions.
The steel beams’ posts include categories, such as 1- Local buckling.2 Lateral torsional buckling. 3 The coefficient of bending, cb.. 4-bending of non-compact sections and others. All these categories have practice problems.
Solved problem-8-34, how to determine the plastic Nominal uniform load acting on a continuous steel beam? with different loading& span conditions.
Solved problem 8-33, how to determine the plastic Nominal uniform load acting on continuous steel beam? with different loading& span conditions.
Plastic Nominal Uniform load for partially loaded beam. The load occupies half of the span from the left.two methods are used,Lower and upper bound methods.
Solved problem 8-32, how to determine the plastic Nominal uniform load? The uniform load is partial, two methods are user, the lower and upper bounds.
Solved problem 8-22 second part, we will verify the nominal load for the fixed end beam by MASTAN2 and verify the loads that creates first and second plastic hinges.
How to estimate the plastic moment for Continuous beam 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?