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.
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.
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 beams.
How to estimate the plastic moment for Continuous beams of three equal spans? The first method is by using the Lower bound theorem.
33a- Introduction to lower bound and uniqueness theorem.
Definitions of the lower bound and uniqueness theorem, what are the main differences between all of these theorems?
6a-Solved problem 10-1-how to get Bearing value-ASD?3-3.
The post includes the second part of the solved problem 10-1. It is required to estimate bearing value-ASD for a given connection.
33- Easy introduction to upper bound definitions.
Definitions of the upper bound, lower bound, and the Uniqueness theorem, what are the main differences between all of these theorems?
24-Solved problem 7-2-frame K value 3/3.
Solved problem 7-2-frame K value 3/3. For K Factor, for the braced frame with different end conditions. Application of French equation to geet k values.
32- Easy illustration for collapse load for indeterminate beam.
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.
23a-Solved problem 7-2 for k value for frame 2/3.
Solved problem 7-2 for k value for frame 2/3. This post is the second part, how to find K value for a frame with different bracing conditions?
23-Solved problem 7-2 for k value for columns in frame 1/3
Solved problem 7-2 for k value for columns in frame 1/3 -the frame has two parts, braced and unbraced. This post is the first part.
6-Solved problem 10-1-how to get Bearing value-LRFD? 2-3.
The post includes the second part of the solved problem 10-1. It is required to estimate bearing value-lrfd for a given connection.
31-Collapse load for a simply supported beam.
How to estimate the collapse load for a simply supported beam under a concentrated load?A given solved problem for a W18x76 simple beam of 32 feet long.
5- A solved problem 10-1-for bearing connection-1-3.
The post includes the first part of the solved problem 10-1-for bearing. It is required to estimate the shear force that can be applied on a given connection.
30-Introduction to design of continuous beam, problem 4-15.
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.