content of the list of steel beam posts-part 3.

List of Steel Beam Posts-part-3.

Last Updated on October 12, 2024 by Maged kamel

List of Steel Beam Posts-part-3.

Review of shear stresses for steel beams.

This post is post Number 19s- for shear of the steel beam, in the list of steel beam Posts Part-3, which includes a Review of shear stresses for steel beams and the relation between horizontal and vertical shear stress.

Derivation of shear stress expression.

This is a link to post 19S:

A-Solved problem- 2-22 for shear stress parts A, B, and C.

First, an Introduction to shear stress for a rectangle; how can we estimate it? How do you get the first moment of area for an I section and derive the shear stress equation? Two posts discuss solved problems 2-22, which include Determining the maximum shearing stress for the following sections when the external shear force equals  75 kips for parts A) &  B) and C).   

derive  a  shear expression for a rectangle section.

      

Steel beam Posts-part-3-A-solved problem 2-22ย  for shear stress.

The first post is post-20S.

  The second post is post 21S.   

Solved problem- 10-2 for beam adequacy for shear.

  This post includes a solved problem from Prof. Mccormac’s book. A solved problem 10.2- A given steel section  W21x 55 with Fy =50 ksi. The loads for the beam are shown in Fig.10.4. It is necessary to check its adequacy in shear.

A solved problem 2-22- check adequacy of shear stress.

The second part discusses the Nominal shear strength for steel beams based on CM#14โ€”the relation between Nominal shear and the ratio of hw/tw for different steel grades.

the relation between Nominal shear and the ratio of hw/tw

This is the link for post 22S: Solved problem 10-2.

Solved problem 10-2: how do we use Table 3-2 for shear value?

The first part of the post includes a solved problem from Prof. Mccormac’s book. A solved problem 10.2- A given steel section  W21x 55 with Fy =50 ksi. The loads for the beam are shown in Fig.10.4, in which I have used Table 3-2 to find the shear value for the solved problem. 10-2.

The second part discusses the Nominal shear strength for steel beams based on CM#15.

How to use Table 3-2 to find the factored shear?

Check section M12.5ร—12.40 for shear and estimate the Nominal shear strength.

Check section M12.5ร—12.40 for shear and estimate the Nominal shear strength.

This is the link for post 23S

The next post will be the list of steel beam posts, part 4.
A very useful external resource A Beginner’s Guide to Structural Engineering