Calculate Factor of Safety for Steel Hanger w/ 550 MPa Strength

  • Thread starter walleye3
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In summary: Pa / 86486486.49 Pa = 0.000001 (in scientific notation) In summary, the factor of safety for a steel hanger with an ultimate strength of 550 MPa and supporting a load of 64000 N with a cross sectional area of 7.4 cm squared is calculated to be 6.359, with the allowable stress being 86486.48649 Pa and the actual stress being 86486486.49 Pa.
  • #1
walleye3
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Homework Statement



What is the factor of safety of a steel hanger having an ultimate strength of 550.00 MPa and supporting a load of 64000.000N. The steel hanger in question has a cross sectional area of 7.400cm squared

Homework Equations





The Attempt at a Solution


i understand the equation is ulitamate stress divided by allowable stress but the cross sectional area gives me problems. please show me a the steps i should take to find the factor of safety




well i went load/ area > 64000N/7.4cm squared = 8648.65 Pa


550 MPa = 550000kPa/8.648kPa (ultimate stress/allowable stress) =63594.11
63.59 as my answer is that correct ? if not please show me where i went wrong
 
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  • #2
Given the load and the area, how do you find the working stress i.e. stress due to the load?
 
  • #3
Load divided by area ...right ? , when it gives me cross sectional area do I need to do anything mathematically with it or do I plug that number in ?
 
  • #4
walleye3 said:
Load divided by area ...right ? , when it gives me cross sectional area do I need to do anything mathematically with it or do I plug that number in ?

Well you have the formula

stress = load/area

And you are given both. You want to get the value of stress.
 
  • #5
well i went load/ area > 64000N/7.4cm squared = 8648.65 Pa


550 MPa = 550000kPa/8.648kPa (ultimate stress/allowable stress) =63594.11
63.59 as my answer is that correct ? if not please show me where i went wrong
 
  • #6
Check the units. cm2 ?
 
  • #7
oh , i need metres squared
 
  • #8
Load/Area= 64000N/0.074m= 864864.8649 Pa > 864.864 kPa
F/S = Ultimate stress/ Allowable Stress = 550 MPa/ 864.864 kPa > 550000 kPa/ 864.864kPa = 635.938


is (635.938 ) my answer ? (factor of safety) ??
 
  • #9
walleye3 said:
Load/Area= 64000N/0.074m= 864864.8649 Pa > 864.864 kPa
F/S = Ultimate stress/ Allowable Stress = 550 MPa/ 864.864 kPa > 550000 kPa/ 864.864kPa = 635.938


is (635.938 ) my answer ? (factor of safety) ??



1 cm2 = 0.0001 m2
 
  • #11
1 cm = 0.01 m ...
 
  • #12
okay thank you... i see my mistake
 
  • #13
64000 N/ 0.00074m2 = 86486486.49 Pa > 86486.48649 kPa
F/S Ultimate stress/Allowable Stress = 550 MPa/86486.48649 > 550000kPa /86486.48649= 6.359
 
  • #14
Allowable / Actual
 

Related to Calculate Factor of Safety for Steel Hanger w/ 550 MPa Strength

1. What is the formula for calculating the factor of safety for a steel hanger with a strength of 550 MPa?

The formula for calculating the factor of safety is: Factor of Safety = Ultimate Strength / Working Stress.

2. How do I determine the ultimate strength of the steel hanger?

The ultimate strength of the steel hanger can be determined by consulting the material's specifications or conducting a tensile test.

3. What is the working stress for a steel hanger with a strength of 550 MPa?

The working stress is the maximum stress that the steel hanger can withstand without experiencing permanent deformation. It is typically determined by dividing the ultimate strength by a safety factor, which is usually between 1.5-3.

4. How do I know if the factor of safety for my steel hanger is acceptable?

The acceptable factor of safety will depend on the specific application and industry standards. Generally, a factor of safety of 2 or higher is considered safe for most engineering designs.

5. Can the factor of safety be too high for a steel hanger?

Yes, a factor of safety that is excessively high can lead to unnecessary costs and material waste. It is important to balance safety with efficiency and cost-effectiveness when determining the factor of safety for a steel hanger.

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