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.
Steel Beams
The steel beams’ posts include categories, such as 1- Local buckling.2 Lateral torsional buckling. 3 The coefficient of bending cb.4-bending of non-compact sections. 5- Design using tables 3-2 and 3-10. 6-How do Deflection control the design? 7- Introduction to continuous beam. 8-Plastic analysis theory. All these categories have practice problems.
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?
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.
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.