# List of Steel beam posts-part-2

## List of Steel beam posts-part-2

### Solved problem 4-5-How to design a steel beam?

This is the 11th post of the steel beams posts-part-2 which includes a solved problem 4-5 from Prof. Alan Williams’s book.

A simply supported beam of grade 50 steel is laterally braced at 4 ft intervals. If the beam is subjected to a uniform factored bending moment of 270 ft-kips (LRFD) or 180 ft-kips (ASD), with Cb=1.0.

Determine (a) the lightest adequate W shape, and (b) the W shape with the minimum allowable depth.

This is the link to post 11:Solved problem 4-5-How to design a steel beam?

You can click on any picture to enlarge then press the small arrow at the right to review all the other images as a slide show.

### Step-by-step review of the Information of Lp,Lr, Fcr.

This is the 12th post of the steel beam posts-part-2 which includes the definition of the following items Lp, Lr, and Fc.

This is the link to post 12: Step-by-step review of the Information of Lp,Lr, Fcr.

### Solved problem 4-6-how to find the available flexure strength?

This is the 13th post of the steel beam posts-part-2 which includes a solved problem from Prof. Alan Williams- reference handbook.

Solved problem 4.6 A simply supported W16 x40 beam of grade 50 steel is laterally braced at 6 ft intervals and is subjected to a uniform bending moment with Cb =1.0. Determine the available flexural strength of the beam.

This is the link to post 13: Solved problem 4-6-how to find the available flexure strength?

### Solved problem 9-7-where Lb is bigger than Lr.

This is the 14th post of the steel beam posts-part-2 which includes a Solved from Prof. Mccormack’s book. Here is the solved problem 9.7.

Using AISC Equation F2-4, determine the values of φb*Mnx,  and Mnx/ Ω  for a w18x 97 with fy=50 ksi and unbraced length lb =38 ft assume that cb =1.

This is the link to post14: Solved problem 9-7-where Lb is bigger than Lr.

### Step-by-step how to use a design chart with a given Lbr?

This is the 15th post of the steel beam posts-part-2 which includes a Solved problem from Prof. Mccormack’s book.

How to select a beam with lb=18′, Cb=1, Fy=50 ksi, Mult=544.0 FT-kips or Ma=362.0Ft-kips? This is a link to post 15: Step-by-step how to use a design chart with a given Lbr?

### Solved problem 4-7- design using table 3-10 when Lb>Lr.

This is the 16th post of the steel beam posts-part-2 which includes a Solved problem 4-7 from Prof. Alan Williams’s book.

A simply supported grade 50 steel has an unbraced length of 31 Ft.determine the lightest adequate W shape if the beam is subjected to a uniform factored bending moment of 190.0 ft-kips(LRFD) or 127.0 ft-kips (ASD) with  Cb =1.0

This is the link to post 16: Solved problem 4-7– design using table 3-10 when Lb>Lr.

### Cb-Bending coefficient part-1.

This is the 17th post of the steel beam posts-part-1 which includes the different values of the CB coefficient for a moment, and how to develop the CB value for a simply supported beam with a uniform loading.

The post includes how to get the CB value for a built-in beam with a uniform loading.

Both beams are braced at the hinges.

This is the link to post 17: Cb-Bending coefficient part-1.

### Cb-The coefficient of bending part 2.

This is post 18 which is one of the Steel beam posts-part 2The post includes the different values of the CB coefficient for a moment, and how to develop the CB value for a simply supported beam under two concentrated braced at distances of L/3 loading.

This is the link to post 18: Cb-The coefficient of bending part 2.

### Cb-The coefficient of bending part 3.

This is post 18a which is one of the Steel beam posts-part 2.

The post includes the CB as developed by the old equation, comparison between the old and new equation for the CB. The CB value for a continuous beam.

This is the link to post 18a: Cb-The coefficient of bending part-3.

### Review of shear stresses for steel beams.

This is the 19th post of the Steel beam posts-part 2 which includes how to derive the expression for the shear stress of a beam? and how to estimate the horizontal shear stress value.

This is the link to post 19: Review of shear stresses for steel beams.

### A solved problem 2-22 for shear stress-part-A.

This is the 20th post of the Steel beam posts-part 2 which includes a solved problem from Prof. Fanella’s book.

Solved problem 2-22    Determine the maximum shearing stress for the following sections when the external shear force V = 75 kips for part a).

This is a link to post 20: A solved problem 2-22 for shear stress-part-A.

A very useful external resource is A Beginner’s Guide to Structural Engineering.

The next post will be the list of steel beam posts-part-3.

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