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.
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.
In this post there is a list of Tension Member’s Posts-part 3. The list includes posts from post 10 till post 16.
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 from post 2 to post 6. The list includes nominal strength estimation, and workable gauge lines. and introduction to effective net area estimate.
AISC Table 2-4 for various steel- shapes The main difference in Table 2-4 between CM#14 and CM#15.
Practice problem 5-6-1-compute the available strength for W12x65 and determine the maximum total service load.
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.
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.
Practice problem 5-4-1-Check compactness when the yield stress Fy=60 ksi. for W,M and S shapes
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.
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.
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.
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.
We have two practice problems for inertia and radius of gyration for a given trapezium. A step-by-step guide to get Ix and kx.
Find the Nominal shear strength for M10x7.50. The estimation is based on CM#15 and specification 2016. An excel plot is included between h/tw and Vn.