17-Alignment chart-part 2 for the unbraced frames.
Alignment chart-part 2, discussion about the conditions from which the alignment chart was developed and an introduction to the portal frame.
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.
23S- Solved problem 10-2, Table 3-2 for shear value.
A solved problem 10-2 indicates how to check the adequacy of shear using table 3-2. the second part is the relation between h/tw and Vn-CM#15.
16a- Solved Problem 5-10 with more iterations-Fcr value.
A Solved Problem 5-10 with more iterations For the Available Strength Of A Column w16x26 which is a slender column.
3-Bearing Type connections-part-2.
This is bearing Type connections-part-2. The topics include the nominal tensile strength of a bolt. Edge spacing and bolts spacing.
22S-Step-by-step guide to the solved problem 10-2 for beam.
A solved problem 10-2 indicates how to check the adequacy of shear for a given W section beam? The relation between h/tw and vn for CM#14.
21S- Solved problem 2-22 for shear stress estimation-part 2
A solved problem 2-22 that includes three different shapes and the shear stresses-for each shape to be evaluated and drawn, Aisc provision for shear is also included.
20S- A guide to solved problem 2-22 for shear stress-part-A
A solved problem 2-22 for shear stress, it is required to estimate in part-a, the shear stress for a rectangle with given force and dimension in inches.
19S- Review of shear stresses for steel beams.
Review of shear stresses for beams, The relation between horizontal stresses and vertical stresses, and how to derive the shear stress for a rectangle.
16-A Solved Problem 5-10-Available Strength for short column.
A Solved Problem 5-10 For The Available Strength Of A Column w16x26 which is a slender column.
18C-Cb value bracing at third points of a beam-U load.
The post includes how to get Cb value bracing at third points of a beam-uniform load.
18b-Cb value-bracing at the midpoint of a beam-uniform load
The post includes how to get Cb value-bracing at the midpoint of the beam-for uniform loads for two cases which are simple beam and fixed end beam.
18a-Cb-The coefficient of bending part-3 for steel beams.
The post includes Cb The Coefficient Of Bending part-3 a . A review of the old cb coefficient with solved problems.
18-Cb-The coefficient of bending part 2 for steel beams.
The post includes the CB the coefficient of bending for beams and how to get the value of CB for a simply supported beam under two concentrated loads?
2- Easy introduction to bearing type connections-part-1.
This is bearing Type connections-part-1. The points of discussion are about. What are the types of bearing connections and also include the types of failures?
17- Introduction to Cb-Bending coefficient part-1 for steel.
Introduction to cb-bending coefficient or moment gradient factor Cb for beams. Two examples for evaluation for CB were included with step by step. procedures.