V,A, |
Unidade |
Distribuição |
λ |
Valor |
μ |
CV |
σ |
Fonte |
σc,ato
|
N/mm² |
Normal |
1,28 |
30,0 |
38,4 |
0,164 |
6,2976 |
(Hueste et al,[11[11] Hueste, M. B. D., P. Chompreda, D. Trejo, D. B. H. Cline, e P. B. Keating. 2004. Mechanical Properties of High-strength Concrete for Prestressed Members. ACI Structural Journal 101 (4): 457-465.]); (Bartlett e MacGregor[4[4] Bartlett, F. M., and J. G. MacGregor. 1996. Statistical Analysis of the Compressive Strength of concrete in Structures. ACI Materials Journal 93 (2): 158-168.]) |
σc,ope
|
N/mm² |
Normal |
1,13 |
39,0 |
44,07 |
0,164 |
7,2275 |
(Hueste et al,[11[11] Hueste, M. B. D., P. Chompreda, D. Trejo, D. B. H. Cline, e P. B. Keating. 2004. Mechanical Properties of High-strength Concrete for Prestressed Members. ACI Structural Journal 101 (4): 457-465.]); (Bartlett e MacGregor[4[4] Bartlett, F. M., and J. G. MacGregor. 1996. Statistical Analysis of the Compressive Strength of concrete in Structures. ACI Materials Journal 93 (2): 158-168.]) |
σt,ato
|
N/mm² |
Normal |
1,03 |
-4,0716 |
-4,1938 |
0,183 |
0,7675 |
(Hueste et al,[11[11] Hueste, M. B. D., P. Chompreda, D. Trejo, D. B. H. Cline, e P. B. Keating. 2004. Mechanical Properties of High-strength Concrete for Prestressed Members. ACI Structural Journal 101 (4): 457-465.]); (Bartlett e MacGregor[4[4] Bartlett, F. M., and J. G. MacGregor. 1996. Statistical Analysis of the Compressive Strength of concrete in Structures. ACI Materials Journal 93 (2): 158-168.]) |
σt,ope
|
N/mm² |
Normal |
1,01 |
-4,4478 |
-4,4923 |
0,183 |
0,8221 |
(Hueste et al,[11[11] Hueste, M. B. D., P. Chompreda, D. Trejo, D. B. H. Cline, e P. B. Keating. 2004. Mechanical Properties of High-strength Concrete for Prestressed Members. ACI Structural Journal 101 (4): 457-465.]); (Bartlett e MacGregor[4[4] Bartlett, F. M., and J. G. MacGregor. 1996. Statistical Analysis of the Compressive Strength of concrete in Structures. ACI Materials Journal 93 (2): 158-168.]) |
P0
|
N |
Normal |
1 |
7508000 |
7058000 |
0,015 |
112620 |
(Caprani, Mayer e Siamphukdee[5[5] Caprani C. C., Mayer M. M. e Siamphukdee K. Reliability analysis of a Super-T prestressed concrete girder at serviceability limit state to AS 5100:2017, Australian Journal of Structural Engineering, 18:2, 60-72, DOI: 10.1080/13287982.2017.1332843 https://doi.org/10.1080/13287982.2017.13...
]) |
eb
|
mm |
Normal |
1 |
545 |
545 |
0,015 |
8,175 |
(Caprani, Mayer e Siamphukdee[5[5] Caprani C. C., Mayer M. M. e Siamphukdee K. Reliability analysis of a Super-T prestressed concrete girder at serviceability limit state to AS 5100:2017, Australian Journal of Structural Engineering, 18:2, 60-72, DOI: 10.1080/13287982.2017.1332843 https://doi.org/10.1080/13287982.2017.13...
]) |
A |
mm² |
Normal |
1 |
556000 |
556000 |
0,025 |
13900 |
(Caprani, Mayer e Siamphukdee[5[5] Caprani C. C., Mayer M. M. e Siamphukdee K. Reliability analysis of a Super-T prestressed concrete girder at serviceability limit state to AS 5100:2017, Australian Journal of Structural Engineering, 18:2, 60-72, DOI: 10.1080/13287982.2017.1332843 https://doi.org/10.1080/13287982.2017.13...
]) |
Wi,ato
|
mm³ |
Normal |
1 |
235000000 |
235000000 |
0,039 |
9165000 |
(Caprani, Mayer e Siamphukdee[5[5] Caprani C. C., Mayer M. M. e Siamphukdee K. Reliability analysis of a Super-T prestressed concrete girder at serviceability limit state to AS 5100:2017, Australian Journal of Structural Engineering, 18:2, 60-72, DOI: 10.1080/13287982.2017.1332843 https://doi.org/10.1080/13287982.2017.13...
]) |
Ws,ato
|
mm³ |
Normal |
1 |
193000000 |
193000000 |
0,038 |
7334000 |
(Caprani, Mayer e Siamphukdee[5[5] Caprani C. C., Mayer M. M. e Siamphukdee K. Reliability analysis of a Super-T prestressed concrete girder at serviceability limit state to AS 5100:2017, Australian Journal of Structural Engineering, 18:2, 60-72, DOI: 10.1080/13287982.2017.1332843 https://doi.org/10.1080/13287982.2017.13...
]) |
Wi,ope
|
mm³ |
Normal |
1 |
332000000 |
332000000 |
0,044 |
1,5E+07 |
(Caprani, Mayer e Siamphukdee[5[5] Caprani C. C., Mayer M. M. e Siamphukdee K. Reliability analysis of a Super-T prestressed concrete girder at serviceability limit state to AS 5100:2017, Australian Journal of Structural Engineering, 18:2, 60-72, DOI: 10.1080/13287982.2017.1332843 https://doi.org/10.1080/13287982.2017.13...
]) |
Ws,ope
|
mm³ |
Normal |
1 |
549000000 |
549000000 |
0,073 |
4E+07 |
(Caprani, Mayer e Siamphukdee[5[5] Caprani C. C., Mayer M. M. e Siamphukdee K. Reliability analysis of a Super-T prestressed concrete girder at serviceability limit state to AS 5100:2017, Australian Journal of Structural Engineering, 18:2, 60-72, DOI: 10.1080/13287982.2017.1332843 https://doi.org/10.1080/13287982.2017.13...
]) |
ΔPi
|
N |
Normal |
1 |
525560 |
525560 |
0,3 |
157668 |
(JCSS[13[13] JCSS. 2000a. Probabilistic Model Code - Part 3. Joint Committee on Structural Safety.]) |
ΔPinf
|
N |
Normal |
1 |
1351440 |
1351440 |
0,3 |
405432 |
(JCSS[13[13] JCSS. 2000a. Probabilistic Model Code - Part 3. Joint Committee on Structural Safety.]) |
Mpre
|
N.mm |
Normal |
1,03 |
2068000000 |
2007766990 |
0,08 |
1,6E+08 |
(Rakoczy e Nowak[28[28] Rakoczy, A. M., e A. S. Nowak. 2013. Reliability-based Sensitivity Analysis for Prestressed Concrete Girder Bridges. PCI Journal 59 (4): 129-130.]) |
Mlaje
|
N.mm |
Normal |
1,05 |
1362000000 |
1297142857 |
0,1 |
1,3E+08 |
(Rakoczy e Nowak[28[28] Rakoczy, A. M., e A. S. Nowak. 2013. Reliability-based Sensitivity Analysis for Prestressed Concrete Girder Bridges. PCI Journal 59 (4): 129-130.]) |
Mcp
|
N.mm |
Normal |
1 |
869000000 |
869000000 |
0,25 |
2,2E+08 |
(Rakoczy e Nowak[28[28] Rakoczy, A. M., e A. S. Nowak. 2013. Reliability-based Sensitivity Analysis for Prestressed Concrete Girder Bridges. PCI Journal 59 (4): 129-130.]) |
MTT
|
N.mm |
Gumbel 1 |
1,615 |
3842000000 |
2379135588 |
0,18 |
4,3E+08 |
Este estudo;(Rakoczy e Nowak[28[28] Rakoczy, A. M., e A. S. Nowak. 2013. Reliability-based Sensitivity Analysis for Prestressed Concrete Girder Bridges. PCI Journal 59 (4): 129-130.]) |