Author: Maged kamel
List of Tension Member’s Posts-part 3.
In this post there is a list of Tension Member’s Posts-part 3. The list includes posts from post 10 till post 16.
List of Tension Member’s Posts-part 2.
In this post there is a list of Tension Member’s Posts-part 2, the list starts from post 7 till post 9d. For shear lag factor and several practice problems.
List of Tension Member’s Posts-part 1A
List of Tension Member’s Posts-part 1A from post 2 to post 6. The list includes nominal strength estimation, and workable gauge lines. and introduction to effective net area estimate.
1C- Best and Full illustration of Aisc Table 2-4.
AISC Table 2-4 for various steel- shapes The main difference in Table 2-4 between CM#14 and CM#15.
41-Practice problem 5-6-1-find the total service load for W12x65.
Practice problem 5-6-1-compute the available strength for W12x65 and determine the maximum total service load.
Practice problem 5-5-8-Compute Mn.
Practice problem 5-5-8 A W18 x 71 is used as a beam with an unbraced length of 9 feet. Use Fy=65 ksi and Cb = 1 and compute the nominal flexural strength.
