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    • Cb the coefficient of bending.
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    • Design a steel beam using Table 3-10
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  • Courses BY SAMAAH SULTAN

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.

15- Step-by-step How to design a beam using design chart?

May 21, 2025September 15, 2020 by Maged kamel
Design a steel beam using Table -10-AISC.

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.

Categories Design a steel beam using Table 3-10 Tags How to design a beam using design chart 3-10?

14- Find the Flexture Strength: Analysis Problem 9-7-lb>lr.

April 4, 2025September 10, 2020 by Maged kamel
Brief data for post 14 -steel beam

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.

Categories lateral torsional buckling Tags solved example. what is flexure strength? When Lb>Lr

13-Solved problem 4-6-how to find the available flexure strength?

August 11, 2024September 7, 2020 by Maged kamel
Brief data for post 13 -steel beam

Solved problem 4-6- how to get the available flexure strength for a beam? this is an analysis problem, bracings distances are >Lp but less than Lr.

Categories lateral torsional buckling Tags How to find the available flexure strength?

12- Easy introduction to plastic bracing length Lp, Lr, Fcr.

March 30, 2025September 1, 2020 by Maged kamel
Brief illustration for Post 12.

Review of the information of Lp, Lr, Fcr, what are the relating equation for each item? a practice example is given for illustration of the subject.

Categories lateral torsional buckling Tags Review of the Information of Lp

11-Solved problem 4-5-Design a steel beam-lb less than lp.

March 31, 2025August 28, 2020 by Maged kamel
Brief data for post 11-steel beam

Solved problem 4-5-Design a steel beam-lb less than lp. A detailed step by step calculation for LRFD and ASD design parameters.

Categories Design steel beam- based on Lb value. Tags Design a steel beam when lb is smaller than Lp

10a- Regions for Lateral-torsional buckling for beams -2/2.

August 11, 2024August 12, 2020 by Maged kamel
Brief content fpor post 10a-steel beams.

We have three Regions for Lateral-torsional buckling for beams. A new item is discussed which is moment gradient cb.

Categories lateral torsional buckling Tags Regions for Lateral-torsional buckling
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Categories

Case 2 for block Shear-Coped Beam Problem (1) CB value-bracing at the midpoint of a beam-uniform load (1) CB value-bracing at third points of a beam-uniform load (1) Deflection of steel beams (3) Discontinuity functions table for loads (2) Effective length factor for an inelastic column. (1) How to design a steel beam? (1) Inertia Ix for Parallelogram. (2) introduction to Tension members (2) list of steel beams posts-part -4a (1) LU-partial pivoting (2) Mohr's circle of inertia part 2 (2) Moment of inertia Ix for the Trapezium-second option (1) Part 1 of the Solved problem 5 for design shear strength (1) Part 2 of the Solved problem 5 for design shear strength (1) Permutation matrix. (2) Practice problem for the x and y coordinates of a trapezoid (1) Simple interest and compound interest (2) Solved problem-7-4-1 (1) Solved problem-8 by Modified Newton-Raphson. (1) Solved problem 5-2 for the plastic moment value for W10x60. (1) Solved problem 7-2 for frames 1-3 (1) Solved problem 8-32, finding the plastic nominal load (2) Solved problems for the net area. (2) steel beam posts part -2a (1) Two Practice problems for inertia for trapezium. (1) Two Practice problems for Ixy for trapezium (1) Uniform series of compound interest. (2) video-Use a vl strip to get Ix for right-angle case-2 (1) Video for Ix for a right-angle triangle (1) Video for Ixy for a right-angle triangle case 1. (1) Video for Ixy for a triangle (1) Video for practice problem-2 for the moment of inertia. (1) x bar for a right angle triangle (2) y bar for a right angle triangle by integration. (2)

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