In: Civil Engineering
Wondering if I am doing these calculations correctly I have a lab report due today.
Questions
Load |
P1 = 0 lb |
P2 = 350 lb |
P3 = 700 lb |
|||
Gauge # |
Strain |
Stress |
Strain |
Stress |
Strain |
Stress |
1 |
1102 |
724 |
383 |
|||
2 |
1876 |
1546 |
1324 |
|||
3 |
2177 |
2179 |
2181 |
|||
4 |
876 |
1204 |
1558 |
|||
5 |
662 |
989 |
1296 |
Sample Calculation:
(10,600,000 psi)*1102 = 1.168 x 10^10 lb
E = 10600 ksi = 10,600,000 psi
Now,
At, Strain ( e ) = 1102
Stress () = e * E
= 1102 * 10600000
= 1.16812 * 1010 psi.
[Note: Calculations and steps performed are absolutely correct. But it looks like you have considered too much higher strain value which is really not possible. I think given strain values are associated with 10-6 or 10-7 or so. I would like to request you to re-verify the strain values given (specially check for negative powers of 10). But anyhow I am providing the solution as per the details given.]
Similarly other stress values can be calculated.
Load | P1 = 0 lb | P2 = 350 lb | P3 = 700 lb | |||
Gauge | Strain | Stress (psi) | Strain | Stress | Strain | Stress |
1 | 1102 | 11681200000 | 724 | 7674400000 | 383 | 4059800000 |
2 | 1876 | 19885600000 | 1546 | 16387600000 | 1324 | 14034400000 |
3 | 2177 | 23076200000 | 2179 | 23097400000 | 2181 | 23118600000 |
4 | 876 | 9285600000 | 1204 | 12762400000 | 1558 | 16514800000 |
5 | 662 | 7017200000 | 989 | 10483400000 | 1296 | 13737600000 |
[ Just for your understandings I am showing one example with practically possible strain value.
If, e = 1102 * 10-6
= 10600 * 1102 * 10-6
= 11.681 ksi
It looks like above value is in line with the real possible values]