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Introduction to steel design

Introduction to steel design, which includes a summary of different structural steel published posts. Introduction of steel, tension, compression, connection, and beam design posts.

40- Easy Design of steel section for continuous beam-4-4

February 25, 2026May 15, 2025 by Maged kamel
Brief description -post 40 -steel beam-Part 4/4 of solved problem 10.1.

The steel section for continuous beam is based on the maximum value of the moments according to the 0.90 rule. The design is made according to the ASD.

Categories Continuous beams Tags Final part for the design of a continuous beam

39-Solved problem 10-1-use three-moment equations 3/4

February 25, 2026April 3, 2025 by Maged kamel
Brief description -post 39 -steel beam-Part 3/4 of solved problem 10.1.

The three-moment equations for steel continuous beams to estimate the moment values at the different support joints A, B, C, D .

Categories Continuous beams Tags Three-moment equations for the moment values

38a-Solved problem 10-1-design of steel continuous beam-2-4.

February 25, 2026April 2, 2025 by Maged kamel
Brief description -post 38a -steel beam-Part 2/4 of solved problem 10.1.

Design of steel continuous beam-2-4 using Plastic theory, the upper bound theorem is used to get the required w -section for a continuous beam.

Categories Continuous beams Tags Use plastic analysis for the design of steel beam.

20-AISC Tables 9-3a,b, and C for Block shear-coped beam.

February 27, 2026March 17, 2025 by Maged kamel
Brief data for post -20- Solved problem for coped beam using tables.

AISC Tables 9-3a,b, and C for the block shear-coped beam. Table 9-3a is for Tensile rupture. Table 9-3b is for Shear yielding and 9-3c is for Shear rupture.

Categories Block shear for beams-coped Tags AISC Tables 9-3a-b and c.

38- Solved problem-10-1-design of steel continuous beam-1-4.

February 25, 2026March 1, 2025 by Maged kamel
Brief description -post 38 -steel beam-Part 1/4 of solved problem 10.1.

solved problem-10-1 using Plastic theory, the upper bound theorem is used to get the required w -section for a continuous beam.

Categories Continuous beams Tags Introduction to solved problem 10-1

9d-Practice problem 5-5-8-Compute Mn.

February 16, 2026August 9, 2024 by Maged kamel
Brief description of the content of post 9d-Find nominal Flexure strength.

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.

Categories lateral torsional buckling Tags Practice problem 5-5-8

9c-Practice problem 5-5-6-Compute Lp and Lr and φb*Mn.

February 16, 2026August 9, 2024 by Maged kamel
Brief description of the content of post 9c-solved problem 5-5-6.

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.

Categories lateral torsional buckling Tags Practice problem 5-5-6-Compute Lp and Lr

9b-Practice problem 5-4-1-Check compactness for Fy=60 ksi.

February 20, 2026August 8, 2024 by Maged kamel
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

Categories local buckling Tags Practice problem 5-4-1-Check compactness for Fy=60 ksi.
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