# List of Steel beam Posts-part-3.

## List of Steel beam Posts-part-3.

### Solved problem 2-22  for shear stress.

This is the 21st post of the steel beam posts-part-3, which includes a solved problem from Prof. Fanella’s book. A solved problem, 2-22. Determine the maximum shearing stress for the following sections when the external shear force V = 75 kips for parts b) and c).

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

This is the 22nd post of the steel beam posts-part-3, which includes a solved problem from Prof. Mccormac’s book. A solved problem10.2. A W21 x55  with fy =50 ksi is used for the beam and loads of Fig.10.4. Check its adequacy in shear.

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

### Solved problem 10-2, how to use table 3-2 for shear. value?

This is the 23rd post of the steel beam posts-part-3, which includes a solved problem from Prof. Mccormac’s book. Example 10.2. A W21 x55 with FY=50 ksi is used for the beam and loads of Fig.10.4. Check its adequacy in shear. In this post, table-3-2 is to be used.

This is the link for post 23: Solved problem 10-2.

### Deflection of steel beams.

This is the 24th post of the steel beam posts-part-3, which includes the following points:1-disadvantages of deflection.
2-The permitted limits of deflection.
3-Deflection limitations in the unified building code.
4-C1 coefficient as a deflection parameter by the AISC.

5- A solved problem 5.1 from Prof. Fredrick Roland’s book. Example 5.1.

This is the link for post 24: Deflection of steel beams.

### Part 1/4 Solved problem 9-9-6, how to find LL?

This is the 25th post of the steel beam posts-part-3, which includes the solved problem,9-9-6. A solved problem from Prof. Charles G Salmon’s book.

Determine the service live load the beam may be permitted to carry if the Dead load is  0.15 kip/ft, including the beam weight. Use load and factor design. The steel has Fy=65ksi.

The first part of the solution includes the determination of lambda coefficients λp-F λr-F, λp-w λr-w for Local buckling for Flange and the web of the Built-up section and how to get the value of Zx.

This is the link to post 25 –How to find LL- Part 1/4?

### Part 2/4 for the Solved problem 9-9-6, how to find LL?

This is the 26th post of the steel beam posts-part-3, which includes a solved problem from Prof. Charles G Salmon’s book. In the given solved problem Given, the welded I-shaped section of  Fig.  9.9.6 is used as a  45-ft supported beam laterally supported at the one-third point.

Determine the service live load the beam may be permitted to carry if the Dead load is  0.15 kip/ft, including the beam weight. Use load and factor design. The steel has Fy=65ksi.

The second part of the solution includes determining the value of Sx, the elastic section modulus for the built-up section. The nominal moment is based on the limit state of local buckling for Flange.
This is the link to post 26- Part 2/4.

### Part 3/4 Solved problem 9-9-6, how to find LL?

This is the 27th post of the steel beam posts-part-3, which includes the solved example 9-9-6.
A solved problem from Prof. Charles G Salmon’s book.

In the given solved problem, the welded I-shaped section of Fig. 9.9.6 is used as a 45-ft simply supported beam laterally supported at the one-third point.

Determine the service live load the beam may be permitted to carry if the Dead load is  0.15 kip/ft, including the beam weight. Use load and factor design. The steel has Fy=65ksi.

The third part of the solution includes the lateral-torsional buckling parameters Lp and Lr for the built-up section.

This is the kink to post 27:How to get the J polar for circular and noncircular.

### Part 4/4 Solved problem 9-9-6, how to find LL?

This is the 28th post of the steel beam posts-part-3, which includes the solved example 9-9-6.
A solved problem from Prof. Charles G Salmon’s book.

Example Given the welded I-shaped section of  Fig.  9.9.6  used as a  45-ft  simply supported beam laterally supported at the one-third point. Determine the service live load the beam may be permitted to carry if the Dead load is  0.15 kip/ft, including the beam weight. Use load and factor design. The steel has Fy=65ksi.

To evaluate the Mn the nominal moment for the section based on the Lateral torsional buckling, then finalizing the LRFD value of the Final nominal moment, can estimate the permitted Live load value.

This is the link to post 28: how to find LL?

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

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