22-Modification to Alignment Chart for Braced Frame.
Modification to Alignment chart for the braced frame, the three cases for m modified for the braced frames.
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.
29- Moment redistribution for Continuous steel beams.
Introduction to the moment redistribution For Continuous Steel Beams. What are the different types of bending moments for different end conditions and different loading?
21-Solved problem 4-16 for k value using the French equation.
Solved Problem 4-16 For K Factor,by-using-french-equation for the unbraced frame with different end conditions, and how to estimate the k values?
20-Solved problem 4-16 for k factor for a portal frame.
Solved Problem 4-16-part -1 For K Factor, for un-braced frame with different end conditions, and how to estimate the k values for two columns?
4-Nominal shear strength and bearing- tear out made simple.
The relation between the nominal shear strength of bolts, and their ultimate strength. The discussion is about bearing and tear out in more detail.
28- Part 4/4 of the Solved problem 9-9-6 How To Find LL?
Part 4/4 of the solved problem 9-9-6, which includes the estimation of Cb for a simply supported beam under uniform load.
19-Modification to the alignment chart for an un-braced frame.
Modification To the Alignment Chart, introduction to modification factor m, and how these factors were derived?
27- Part 3/4 of the Solved problem 9-9-6, how to find LL?
Part 3/4 of the solved problem 9-9-6, this part includes the estimation of Lp value and Lr value for the built-up beam under lateral-torsional buckling.
18A-Analysis of portal frame-fixed supports at base.
A review of portal frame-fixed supports at base, how to derive the internal forces for portal frame-fixed supports at base,
26-Part-2-4 of the Solved problem 9-9-6, How To Find LL?
Part-2-4 of the solved problem 9-9-6 from Prof. Charles salmon’s book, how to get the service LL for a welded section. Values for Sx and Mn were estimated.
25-Part 1-4 Solved problem 9-9-6, how to find service LL?
Part 1 of the solved problem 9-9-6 from Prof. Charles G salmon’s book, How to check whether the Flange and web are compact or non-compact sections.
24b- Easy approach to solved problem-5-1-part 2-2.
In our post, we continue solving the Solved problem-5-1-part 2-2 in which the design of steel beam is governed by deflection.
24a- Easy approach to the solved problem-5-1-part 1-2.
In our post we will introduce a solved problem-5-1-part 1-2 in which the design of steel beam is governed by deflection.
18-A Review of portal frames-pin supports at base.
A review of portal frames subject, how to derive the internal forces for the portal frame with hinged supports at the base?
24- Easy approach to deflection of steel beams.
Deflection of steel beams, what are the disadvantages. What are the parameters controlling the deflection of steel beams?