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

Aisc tables 9-3a-b and c.

An introduction to the different three table 9-3a,9-3b and 9-3c, how we can get the the different block shear components for tension rupture, shaear yielding and shear rupture?

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

July 28, 2024March 17, 2023 by Maged kamel

Brief data for post -20- c beams

Use of Aisc tables 9-3a,b, and C for the block shear-coped beam. Table 9-3a is used to get the tensile rupture. Table 9-3b is for the shear yielding and 9-3c is for shear rupture for the coped beam.

Categories Block shear for beams-coped Tags Aisc tables 9-3a-b and c.

Search for:

Categories

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)

© 2025 "Engineering Oasis" • Built with GeneratePress

Search for: