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 Structural 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

Part 2 of the Solved problem 5 for design shear strength

This is part 2 of the solved problem 5 for the design shear strength for various bolts. The first part includes A490-N and A490-X Type bolts.

8A- Solved problem 5-part 2 for design shear strength.

April 11, 2025August 6, 2023 by Maged kamel

Part 2 of solved problem 5 for design shear strength.

Solved problem 5-part 2 for design shear strength. It is required to find the design shear strength for A 490-N and A 490-X bolts for different types of bolts.

Categories Bolted Connection Tags Part 2 of the Solved problem 5 for design shear strength

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: