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Solved problems for the net area.

Two solved problems are included, in the first problem it is required to estimate the net area for a plate of 8 inch width and 3/8 inch thickness and has two rows of bolts of 3/4 inch bolts. In the second problem it is required to estimate the critical net area for 11×1/2″ plate that has three gauge lines with staggered bolts.

5-Solved problems for the net area estimation.

April 14, 2025February 10, 2021 by Maged kamel
Solved problems for net area estimation.

Two Solved problems 3-4-2& 3-5 are explained. In both solved problems net area is to be estimated, first for an equal angle and second for the C channel.

Categories Tension Members Tags Solved problems for the net area.

2- Easy approach to solved problems for net area estimation.

September 2, 2024January 28, 2021 by Maged kamel

How to estimate the net area for plate members? solved problems 3-1& 3-2 for plate members, and how to consider the zigzag line of fasteners?

Categories Tension Members Tags Solved problems for the net area.

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)

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