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1a-What is synthetic division? Numerical Analysis-part 2

March 3, 2025July 5, 2019 by Maged kamel
brief introduction for Post 1A-Numerical analysis -part 2

Numerical analysis-part 2-What is synthetic division? Solved problems for synthetic divisions are included.

Categories Solving non linear equations Tags Introduction to Numerical analysis part 2

1-Introduction To Numerical Analysis-part 1

October 6, 2024July 1, 2019 by Maged kamel
Brief content of post-1-numerical posts.

Introduction to numerical analysis, the difference between numerical and analytical methods, roots findings. review of the synthetic division.

Categories Solving non linear equations Tags Introduction to Numerical analysis

3-Estimation of max and min-moment of inertia for a section.

April 22, 2025May 16, 2019 by Maged kamel
How to find the min. and max value of inertia for a section?

Estimation of max and min-Moment of inertia for a section. How to derive the The expression for max and min-moment of inertia. The equation of principal angle θp

Categories Maximum value of Ix and Iy Tags Estimation of Max and Min-moment of Inertia For a Section

2-First moment of area and product of inertia at the CG.

October 10, 2024April 25, 2019 by Maged kamel
In the case of pure bending- The first moment of area equals zero.

Derivation of the expression for the first moment of area at the Cg and the expression for the product of inertia at the CG.

Categories Maximum value of Ix and Iy Tags Derivation of Bending Stress expression.

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.
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Case 2 for block Shear-Coped Beam Problem (1) Deflection of steel beams (3) Discontinuity functions table for loads (2) Find Zx and Mp for a given I shape. (1) Inertia Ix for Parallelogram. (2) introduction to Tension members (2) LU-partial pivoting (2) Mohr's circle of inertia part 2 (2) Part 1 of the Solved problem 5 for design shear strength (1) Part 2 of solved problem 5 for design shear strength (1) Permutation matrix. (2) Practice problem 5-2-2 find y bar (1) Practice problem 5-2-3 verify Zx for W18x50 (1) Simple interest and compound interest (2) Solved problem 5-2 for the plastic moment value for W10x60. (1) Solved problem 7-2 for K value for frame-1-3 (1) Solved problem 8-32, finding the plastic nominal load (2) Solved problems for the net area. (2) x bar for a right angle triangle (2) y bar for a right angle triangle by integration. (2)

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