## 41-Practice problem 5-6-1-find the total service load for W12x65.

Practice problem 5-6-1-compute the available strength for W12x65 and determine the maximum total service load.

## Practice problem 5-5-8-Compute Mn.

Practice problem 5-5-8 A W18 x 71 is used as a beam with an unbraced length of 9 feet. Use Fy=65 ksi and Cb = 1 and compute the nominal flexural strength.

## Practice problem 5-5-6-Compute Lp and Lr and φb*Mn.

Practice problem 5-5-6 A W12 x 30 of A992 steel has an unbraced length of 10 feet. Using Cb = 1.0, a. Compute Lp and Lr. Find φb*Mn and Mn/Ωb for lb=10 feet.

## 9b-Practice problem 5-4-1-Check compactness for Fy=60 ksi.

Practice problem 5-4-1-Check compactness when the yield stress Fy=60 ksi. for W,M and S shapes

## 6d-Practice problem 6-17-11-find Sx and ZX for WT5x22.50.

Practice problem 6-17-11-find Sx and ZX for WT5x22.50. it is required to model WT5x22.5 into two rectangles and find elastic and plastic section modului.

## 6c-Practice problem 6-17-5-find Sx and ZX for W18x35.

Practice problem 6-17-5-find Sx and ZX for W18x35. it is required to model W18x35 into three rectangles and find elastic and plastic section modului.

## 42s-Nominal shear strength for M10x7.50.

Find the Nominal shear strength for M10x7.50. The estimation is based on CM#15 and specification 2016. An excel plot is included between h/tw and Vn.

## 41s-Nominal shear strength for S41x121.

Find the Nominal shear strength for S41x121. The estimation is based on Cm#14 and specification 2010. An excel plot is included between h/tw and Vn.

## List of Steel Beam Posts-part-4a.

Steel beam posts-part-4a. from steel beam post 38 to post 40. For all different subjects for the steel beams and solved problems.

## List of Steel Beam Posts-part-4.

Steel beam posts-part-4. from steel beam post 29 to post 37. How to use plastic theories to get the nominal loads?

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