You are viewing this question as it will appear in the manual grading interface. Return to the normal view when you are done.

Compute the normal stress

Consider the I-beam cross-section:


The table below has the geometric properties for different specifications for a steel beam:

Designation h (in) w (in) Ix (in^4) Iy (in^4)
S12 x 50 12 5.477 305 15.7
S12 x 40.8 12 5.252 272 13.6
S12 x 35 12 5.078 229 9.87
S12 x 31.8 12 5 218 9.36
S10 x 35 10 4.944 147 8.36
S10 x 25.4 10 4.661 124 6.79
S8 x 23 8 4.171 64.09 4.31
S8 x 18.4 8 4.001 57.6 3.73
S7 x 20 7 3.86 42.4 3.17
S7 x 15.3 7 3.662 36.7 2.64

For the beam designations indicated below, determine the maximum normal stress $\sigma_x$ assuming that the maximum moment is equal to $M_{max} = 6 \times 10^5 \rm\ lb \cdot in$.

Designation $\sigma_x$
S12 x 40.8
S8 x 18.4
S10 x 35
S7 x 15.3

Correct answer

Designation $\sigma_x$
S12 x 40.8 13.2352941176
S8 x 18.4 41.6666666667
S10 x 35 20.4081632653
S7 x 15.3 57.2207084469

Student view placeholder

In student views this area is used for assessment and score info.
Tools

Staff information

Question

Title:
Compute the normal stress

Variant

Started at:
2026-09-19 09:10:22 (CDT)
Duration:
0s
Show/Hide answer
{
  "sigma1": 13.23529411764706,
  "sigma2": 41.666666666666664,
  "sigma3": 20.408163265306122,
  "sigma4": 57.220708446866475
}
History
dec frac
rad deg