36a-Plastic Nominal Uniform load for partially loaded beam
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.
Introduction to steel design
Introduction to steel design, which includes a summary of different structural steel published posts. Introduction of steel, tension, compression, connection, and beam design posts.
36-Solved problem 8-32 for plastic nominal Uniform load.
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.
35A-Solved problem 8-22-for Plastic nominal load( 2/2).
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.
26-Solved problem 4-13 to estimate stiffness reduction τb.
A solved problem 4-13 from Prof. Segui’s book. we are going to estimate the reduction stress factor τb, for a column that is an inelastic column.
25a-Stiffness reduction factor for inelastic columns-part 2.
In this post we will discuss the Stiffness Stiffness reduction factor for inelastic columns-part 2. and how to get the expression for τb the inelastic column.
7- A solved problem 12-1 for bearing connections.
Solved problem 12-1. it is required to estimate the design strength of a bearing type connection. All the values of nominal loads due to failure modes are estimated.
25-Stiffness reduction factor for inelastic columns.
Stiffness Reduction Factor for inelastic columns, step-by-step explanation, and introduction to the Tangent modulus of elasticity.
34- Easy approach to the Plastic moment for continuous beam
How to estimate the plastic moment for Continuous beam of three equal spans? The first method is by using the Lower bound theorem.