torre papa
DESCRIPTION
calculosTRANSCRIPT
-
17061.41 [N]0.00 [N]
12394.74 [N]0.00 [N]
3287.81 [N]0.00 [N]
75007500
250.65 [N]0.00 [N]
20001000700010002000
9000
8000
0.263
-
[mm]
[mm^4]
[mm^4]
[mm^4]
I2I1
Ieff
[mm]
[mm]
Mb1S2Mb2Res.Sres
[mm]S1
Scale for Defl. Line
Yield PointE-ModulusMaterial
Safety FactorMax. Border Dist.
Moment of InertiaMoment of InertiaMoment of Inertia
Max.DeflectionMax.Bending MomentMax.DeflectionMax.Bending MomentMax.StressMax.DeflectionMax.Bending Moment [Nm]
[Nm]
[Nm]
19431680
210000235
S235JR
5.6905100
194316801423683
1:2.4691
8024.65.048602
41.297
5.0486028024.6
0.0957 E-12
321.87:1
APOYOS VIGA IPE200
-
17061.41
8530.70 [N]0.00 [N]
8530.70 [N]Mbres
Sres
-
[mm]
[mm^4]
[mm^4]
[mm^4]
I2I1
Ieff
[mm]
[mm]
Mb1S2Mb2Res.Sres
[mm]S1
Scale for Defl. Line
Yield PointE-ModulusMaterial
Safety FactorMax. Border Dist.
Moment of InertiaMoment of InertiaMoment of Inertia
Max.DeflectionMax.Bending MomentMax.DeflectionMax.Bending MomentMax.StressMax.DeflectionMax.Bending Moment [Nm]
[Nm]
[Nm]
19431680
210000235
S235JR
5.3530100
194316801423683
1:17.061
8530.70.696842
43.901
0.6968428530.7
0
358.76:1
0
APOYOS BRAZO