Skip to content

Home
blog posts
linear Algebra -Matrices
Discrete Math
Engineering Economy
First moment of area-plain shapes
First moment of area-round shapes.
Introduction to structrural steel
Mechanics of materials
- Discontinuity functions
- Videos for discontinuity function.
Numerical analysis
Bolted Connection.
Compression Members
Steel Beams
Tension Members
Second moment of area for plain shapes
Maximum value of Ix and Iy
Videos for the Second moment of area
Videos for maximum moment of inertia
Courses BY SAMAAH SULTAN

Maged kamel

Technical Office Manager- B.Sc in Civil Engineering, (Faculty of Engineering, Ain- Shams University) Cairo, Egypt. 1980. I have worked for the following Companies in Egypt: Speco, National Company for Housing, Orascom /CCC joint venture BELFOUR BETTY/ARAB CONTRACTORS. Saudi Arabia: SAUDI LETCO, ALMAJAL Company, Saudi Company for Development and commerce, SAUDI BIN LADEN GROUP.

1- Easy illustration of the theory of pure bending.

October 12, 2024April 1, 2019 by Maged kamel

Introduction to the theory of pure bending.

Introduction to the Theory of Pure bending, the various assumption to be made and the resulting formula due that assumptions.

Categories Maximum value of Ix and Iy Tags The Theory of pure bending.

Newer posts

← Previous Page1 … Page58 Page59

Search for:

Categories

Categories

CB value-bracing at the midpoint of a beam-uniform load (1) CB value-bracing at third points of a beam-uniform load (1) Compact and non compact sections. (1) Crout's LU decomposition for a 3x3 matrix (2) Deflection of steel beams (3) Discontinuity functions table for loads (2) Effective area for staggered bolted angle (1) Effective length factor for an inelastic column. (1) How to design a steel beam? (1) Inertia Ix for Parallelogram. (2) Introduction to Numerical analysis part 2 (1) introduction to Tension members (2) list of steel beams posts-part -4a (1) List of tension members posts-part 3 (1) LU-partial pivoting (2) Mohr's circle of inertia part 2 (2) Moment of inertia Ix for the Trapezium-second option (1) Permutation matrix. (2) Product of inertia Ixy for the parallelogram (1) Review of AISC table 2-5 for plates. (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) Uniform series of compound interest. (2) Video for Ix and Iy for an isosceles (1) Video for Ix for a right-angle case -2-Use Hl strip. (1) Video for Mohr's circle of inertia case-2. (1) x bar for a right angle triangle (2) y bar for a right angle triangle by integration. (2)

© 2025 "Engineering Oasis" • Built with GeneratePress

Search for: