List of compression Member Posts-part 3.
This is the list of compression Member Posts-part 3, with their relevant links with summary information.
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.
List of Steel beam posts-part-2.
List of Steel beam Posts-part-2 for all the different items for the structural steel beams included and solved problems.
List of compression Member Posts-part 2.
This is the compression member posts-part 2. A detailed description of each post is included their relevant links are included
40- Easy Design of steel section for continuous beam-4-4
The steel section for continuous beam is based on the maximum value of the moments according to the 0.90 rule. The design is made according to the ASD.
39-Solved problem 10-1-use three-moment equations 3/4.
The three-moment equations for steel continuous beams to estimate the moment values at the different support joints A, B, C, D -solved problem 10-1 2-3
38a-Solved problem 10-1-design of steel continuous beam-2-4.
Design of steel continuous beam-2-4 using Plastic theory, the upper bound theorem is used to get the required w -section for a continuous beam.
38- Solved problem-10-1-design of steel continuous beam-1-4.
solved problem-10-1 using Plastic theory, the upper bound theorem is used to get the required w -section for a continuous beam.
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.
37-Solved problem 8-33 for Plastic nominal Uniform Load.
Solved problem 8-33, how to determine the plastic Nominal uniform load acting on continuous steel beam? with different loading& span conditions.
27-Solved problem 4-14-effective length factor-Part 1.
Solved problem 4-14-effective length factor-Part 1. Determine the effective length factor with respect to x-axis for member AB.
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.
36-Solved problem 8-32 for plastic nominal Uniform load.
Solved problem 8-32, how to determine the plastic Nominal uniform load? the acting uniform load is partial, two methods the first method is the lower bound method, the second method is the upper bound method.
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.
35-Solved problem 8-22-for Plastic nominal load( 1/2).
Solved problem 8-22, find the plastic Nominal load acting on two Fixed ends beam? Use lower and upper bounds. Find the loads for first and second hinge.
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.