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.
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 and others. All these categories have practice problems.
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-Old Cb Coefficient of bending for steel beams
Old Cb Coefficient of bending for steel beams. 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?
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.
16-Solved problem 4-7-Design using Table 3-10 when Lb>Lr
Solved problem 4-7, this a design problem for which lb>lr, the solution is made by using a design chart, table3-10, a discussion about the use of table 3-2, and why is table 3-10 is better in that case.
15- Step-by-step How to design a beam using design chart?
How to design a beam using design chart 3-10? For a given Mult & bracing length,cb=1, a steel beam can be designed by design chart 3-10.
14- Find the Flexture Strength: Analysis Problem 9-7-lb>lr.
Find the flexure strength-solved problem 9- 7-Lb is bigger than Lr. A step-by-step guide to detrmine the flexture strength Fcr and Mrx.