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.
9- Easy approach to Ixy for-right-angle -Case-1.
How to estimate the product of inertia Ixy for a right-angle triangle case No.1 at the external axis? step-by-step illustration by using integration.
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.