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.
24b- Easy approach to solved problem-5-1-part 2-2. Read More »
The steel beams posts have 40 posts, with solved problems and illustrative images.
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.
24b- Easy approach to solved problem-5-1-part 2-2. Read More »
TIn our post we will introduce a solved problem-5-1-part 1-2 in which the design of steel beam is governed by deflection.
24a- Easy approach to the solved problem-5-1-part 1-2. Read More »
Deflection of steel beams, what are the disadvantages. What are the parameters controlling the deflection of steel beams?
24- Easy approach to deflection of steel beams. Read More »
A solved problem 10-2 indicates how to check the adequacy of shear for a given W section beam? check the adequacy from table 3-2 for factored strength.
23S- Solved problem 10-2, table 3-2 for shear value. Read More »
A solved problem 10-2 indicates how to check the adequacy of shear for a given W section beam? how to check the adequacy based on both the LRFD and ASD?
22S-Step-by-step guide to the solved problem 10-2 for beam. Read More »
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.
21S- Solved problem 2-22 for shear stress estimation-part 2 Read More »
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.
20S- A guide to solved problem 2-22 for shear stress-part-A Read More »
Review of shear stresses for beams, The relation between horizontal stresses and vertical stresses, and how to derive the shear stress for a rectangle.
19S- Review of shear stresses for steel beams. Read More »
The post includes how to get Cb value bracing at third points of a beam-uniform load.
18C-Cb value bracing at third points of a beam-U load Read More »
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.
18b-Cb value-bracing at the midpoint of a beam-uniform load Read More »