14a-Problem-6-8 for local buckling-CM#15 For HSS section
Problem-6-8 for local buckling-CM#15 For HSS section.The HSS section is a slender column, determine the available strength.
Maged kamel
16b-Available Strength for slender W section-CM#15.
Available Strength for slender W section-bsdrf on CM#15. A step by step guide to find the factored strength.
Easy approach to Structural steel design.
Discover an easy approach to structural steel design, summarizing essential topics in tension, compression, beams, and connections for steel items, focusing on structural steel design.
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.
9d-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.
9c-Practice problem 5-5-6-Compute Lp and Lr and φb*Mn.
Practice problem 5-5-6 A W12 x 30 of A992 steel has an unbraced length of 10 feet. Using Cb = 1.0, a. Compute Lp and Lr. Find φb*Mn and Mn/Ωb for lb=10 feet.
9b-Practice problem 5-4-1-Check compactness for Fy=60 ksi.
Practice problem 5-4-1-Check compactness when the yield stress Fy=60 ksi. for W,M and S shapes
6d-Practice problem 6-17-11-find Sx and ZX for WT5x22.50.
Practice problem 6-17-11-find Sx and ZX for WT5x22.50. it is required to model WT5x22.5 into two rectangles and find elastic and plastic section modului.
6c-Practice problem 6-17-5-find Sx and ZX for W18x35.
Practice problem 6-17-5-find Sx and ZX for W18x35. it is required to model W18x35 into three rectangles and find elastic and plastic section modului.
27-Two Practice problems for Ixy for trapezium.
The post includes Two Practice problems for Ixy for trapezium. The first problem is for Ixy about an external axis, while the second is for Ixy at the CG.
26-Two Practice problems for polar of inertia for trapezium.
The post includes Two Practice problems for polar of inertia for trapezium. The first problem is for Jo and Ko at an external axis, while the second is for Jo and Ko at the CG.