calcul metal master
DESCRIPTION
3243243TRANSCRIPT
Materiale:
S235 fy= 235 N/mm2 E= 210000 N/mm2S275 fy= 275 N/mm2S355 fy= 355 N/mm2C20/25 fcd= 13.33 N/mm2 E= 31000 N/mm2
Determinare excentricitatii link scurt:
Etajele E8-E10 se foloseste H360A :
hw= 315 mm b= 300 mmtw= 10 mm tf= 17.5 mm
Vpl.link= fy/√3*[tw*(hw+tf)]= 451.1271 kN e.link< 1.45492268 mMpl.link=fy*[(b+tf)(hw+tf)]= 410.2219 kN*m e.link= 1400 mm
Etajele E4-E7 se foloseste H400A :
hw= 352 mm b= 300 mmtw= 11 mm tf= 19 mm
Vpl.link= fy/√3*[tw*(hw+tf)]= 553.6991 kN e.link< 1.43602758 mMpl.link=fy*[(b*tf)(hw+tf)]= 496.9545 kN*m e.link= 1400 mm
Etajele P-E3 se foloseste H450A :
hw= 398 mm b= 300 mmtw= 11.5 mm tf= 21 mm
Vpl.link= fy/√3*[tw*(hw+tf)]= 653.7611 kN e.link< 1.51818019 mMpl.link=fy*[(b*tf)(hw+tf)]= 620.3295 kN*m e.link= 1400 mm
bpl.ech=Eb/Eo*1m= 147.619 mm
Evaloare incarcarii din zapada:
Valoarea caracteristica a incarcarii din zapada pe acoperis, s, se det. astfel:s=gls*mi*Ce*Ct*Sk
gls= 1.1 Factorul de importanta expunere pt act. zapezii; Clasa II;
Ce= 1 Coef. de expunere al c-tiei in amplasament; Expunere normala;
Ct= 1 Coeficientul termic;mi= 0.8 Coeficientul de forma;Sk= 2 kN/m2 Valoarea caract. a incarcarii din zapada pe sol;
s= 1.76 kN/m2
Evaloare incarcarii din vant:
Presiunea/suctiunea vantului ce actioneaza pe suprafetele rigide exterioare ale cladirii se determina cu relatia :
γtw - Factorul de importanta-expunere;cpe- Coef. aerodinamic de presiune/suctiune pt suprafetele exterioare;
ze- Inaltimea de referinta pentru presiunea exterioara;qp(ze)- Valoare de varf a presiunii dinamice a vantului evaluat la cota ze;
Cazul 1: Vantul bate pe directia oy ( perpendicular pe planul transversal);
A) z=b= 21 m√β = 2.12 presiune: cpe= 0.8
Iv(z)= 0.27853301 we= 0.590574 kPacpq(z)= 2.94973107
kr^2(z)= 0.054 suctiune cpe= -0.3cr^2(z)= 0.50053231 we= -0.22147 kPa
qb= 0.5 kPaqm(z)= 0.25026616 kPaqp(z)= 0.73821786 kPa
B) z=h= 42.9 m√β = 2.12 presiune: cpe= 0.8
Iv(z)= 0.22559961 we= 0.787142 kPacpq(z)= 2.57919724
kr^2(z)= 0.054 suctiune cpe= -0.3cr^2(z)= 0.76297234 we= -0.29518 kPa
qb= 0.5 kPaqm(z)= 0.38148617 kPaqp(z)= 0.98392808 kPa
Cazul 2: Vantul bate pe directia ox ( perpendicular pe planul longitudinal);
z=b= 42.9 m√β = 2.12 presiune: cpe= 0.8
Iv(z)= 0.22559961 we= 0.787142 kPacpq(z)= 2.57919724
kr^2(z)= 0.054 suctiune cpe= -0.3cr^2(z)= 0.76297234 we= -0.29518 kPa
qb= 0.5 kPaqm(z)= 0.38148617 kPaqp(z)= 0.98392808 kPa
Dimensionarea contravantuirilor
PRIMELE 4 ETAJE ( P - E3)
Ned= 5227 kNpp.cv. tv φ323.9x40mm otel S 235 => A= 35700 mm2
Lcr= 5.12 m => I= 367000000 mm4iy= 101 mm
50.6930693 α= 0.21 curba Aλ1= 93.9131925 0.681362
λ.barat= 0.53978646 X= 0.911447Nb.Rd= 7646.58192 kN Ned/Nb.Rd= 0.683573
Etajele E4-E7
Ned= 4609 kNpp.cv. tv φ273x40mm otel S 235 => A= 29300 mm2
Lcr= 5.12 m => I= 205000000 mm4iy= 83.6 mm
61.2440191 α= 0.21 curba Aλ1= 93.9131925 0.760114
λ.barat= 0.65213435 X= 0.869098Nb.Rd= 5984.17514 kN Ned/Nb.Rd= 0.770198
Etajele E8-E10
Ned= 2472 kNpp.cv tv φ219.1x25mm otel S 235 => A= 15200 mm2
Lcr= 5.12 m => I= 73000000 mm4iy= 69.2 mm
λ=
φ=
λ=
φ=
73.9884393 α= 0.21 curba Aλ1= 93.9131925 0.872068
λ.barat= 0.78783861 X= 0.802579Nb.Rd= 2866.81209 kN Ned/Nb.Rd= 0.862282
Verificarea la drift (SLS)directia x Het= 3.9 m
Etaj d.abs d.rel q ν dre d.admE10 0.135017 0.0046
4 0.5
0.009254 0.0312E9 0.13039 0.0111 0.02226 0.0312E8 0.11926 0.0147 0.029308 0.0312E7 0.104606 0.0147 0.029302 0.0312E6 0.089955 0.0157 0.031302 0.0312E5 0.074304 0.0144 0.028754 0.0312E4 0.059927 0.0087 0.0174 0.0312E3 0.051227 0.013 0.026042 0.0312E2 0.038206 0.0146 0.029118 0.0312E1 0.023647 0.0138 0.027668 0.0312P 0.009813 0.0098 0.019626 0.0312
directia y Het= 3.9 mEtaj d.abs d.rel q ν dre d.admE10 0.120566 0.0028
4 0.5
0.005674 0.0312E9 0.117729 0.0098 0.019612 0.0312E8 0.107923 0.0134 0.02672 0.0312E7 0.094563 0.0133 0.026696 0.0312E6 0.081215 0.0141 0.028158 0.0312E5 0.067136 0.0145 0.029012 0.0312E4 0.05263 0.0142 0.028306 0.0312E3 0.038477 0.0122 0.02444 0.0312E2 0.026257 0.011 0.021962 0.0312E1 0.015276 0.0093 0.018562 0.0312P 0.005995 0.006 0.01199 0.0312
λ=
φ=
E10 E9 E8 E7 E6 E5 E4 E3 E2 E1 P0
0.005
0.01
0.015
0.02
0.025
0.03
0.035
d.admdre
E10 E9 E8 E7 E6 E5 E4 E3 E2 E1 P0
0.005
0.01
0.015
0.02
0.025
0.03
0.035
d.admdre
Verificarea la drift (SLU)directia x Tx= 1.43 Het= 3.9 m
Etaj d.abs d.rel q cx dre d.admE10 0.135017 0.0046
4 1.0638
0.019688 0.0975E9 0.13039 0.0111 0.047358 0.0975E8 0.11926 0.0147 0.062353 0.0975E7 0.104606 0.0147 0.06234 0.0975E6 0.089955 0.0157 0.066595 0.0975E5 0.074304 0.0144 0.061174 0.0975E4 0.059927 0.0087 0.037019 0.0975E3 0.051227 0.013 0.055404 0.0975E2 0.038206 0.0146 0.061949 0.0975E1 0.023647 0.0138 0.058864 0.0975P 0.009813 0.0098 0.041754 0.0975
directia y Ty= 1.36 Het= 3.9 mEtaj d.abs d.rel q cy dre d.admE10 0.120566 0.0028
4 1.09
0.012369 0.0975E9 0.117729 0.0098 0.042754 0.0975E8 0.107923 0.0134 0.05825 0.0975E7 0.094563 0.0133 0.058197 0.0975E6 0.081215 0.0141 0.061384 0.0975E5 0.067136 0.0145 0.063246 0.0975E4 0.05263 0.0142 0.061707 0.0975E3 0.038477 0.0122 0.053279 0.0975E2 0.026257 0.011 0.047877 0.0975E1 0.015276 0.0093 0.040465 0.0975P 0.005995 0.006 0.026138 0.0975
E10 E9 E8 E7 E6 E5 E4 E3 E2 E1 P0
0.005
0.01
0.015
0.02
0.025
0.03
0.035
d.admdre
E10 E9 E8 E7 E6 E5 E4 E3 E2 E1 P0
0.02
0.04
0.06
0.08
0.1
0.12
d.admdre
E10 E9 E8 E7 E6 E5 E4 E3 E2 E1 P0
0.02
0.04
0.06
0.08
0.1
0.12
d.admdre
PRIMELE 4 ETAJE ( P - E3) fy= 322.7273 N/mm2
Med= 1685.47 kN*mVerificari suplete:
Propunem: tw= 15 mm inima= 40 verificahw= 600 mm talpi= 5.5 verifica
tf= 25 mmbf= 290 mm
W.nec= 5222583.1 mm3 Iy-y= 1686770833 mm4hw.optim 678.570367 mm W.el.y= 5190064.1 mm3Af.nec= 7204.30516 mm2bf.nec= 288.172207 mm Mrd= 1674.97523
ETAJELE E4 - E7 fy= 322.7273 N/mm2
Med= 1315.93 kN*mVerificari suplete:
Propunem: tw= 12 mm inima= 45.8333333 verificahw= 550 mm talpi= 6.31818182 verifica
tf= 22 mmbf= 290 mm
W.nec= 4077529.58 mm3 Iy-y= 1210606613 mm4hw.optim 670.356427 mm W.el.y= 4076116.54 mm3Af.nec= 6313.69014 mm2bf.nec= 286.985915 mm Mrd= 1315.47398 kN*m
Etajele E8-E10 fy= 322.7273 N/mm2
Med= 706.93 kN*mVerificari suplete:
Propunem: tw= 10 mm inima= 50 verifica
Dimensionarea grinzilor adiacente link-ului OY - tabla sudata -
E10 E9 E8 E7 E6 E5 E4 E3 E2 E1 P0
0.02
0.04
0.06
0.08
0.1
0.12
d.admdre
hw= 500 mm talpi= 5.27777778 verificatf= 18 mmbf= 200 mm
W.nec= 2190487.32 mm3 Iy-y= 587344267 mm4hw.optim 538.230386 mm W.el.y= 2191583.08 mm3Af.nec= 3547.64131 mm2bf.nec= 197.091184 mm Mrd= 707.283632 kN*m
PRIMELE 4 ETAJE ( P - E3) fy= 322.7273 N/mm2
Med= 2642 kN*mVerificari suplete:
Propunem: tw= 18 mm inima= 36.1111111 verificahw= 650 mm talpi= 5.7 verifica
tf= 30 mmbf= 360 mm
W.nec= 8186478.87 mm3 Iy-y= 2910517500 mm4hw.optim 775.55064 mm W.el.y= 8198640.85 mm3Af.nec= 10644.5829 mm2bf.nec= 354.819429 mm Mrd= 2645.925
ETAJELE E4 - E7 fy= 322.7273 N/mm2
Med= 1765 kN*mVerificari suplete:
Propunem: tw= 15 mm inima= 40 verificahw= 600 mm talpi= 5.9 verifica
tf= 25 mmbf= 310 mm
W.nec= 5469014.08 mm3 Iy-y= 1784479167 mm4hw.optim 694.395235 mm W.el.y= 5490705.13 mm3Af.nec= 7615.02347 mm2bf.nec= 304.600939 mm Mrd= 1772.00029 kN*m
Etajele E8-E10 fy= 322.7273 N/mm2
Med= 1115 kN*mVerificari suplete:
Dimensionarea grinzilor adiacente link-ului OX - tabla sudata -
Propunem: tw= 12 mm inima= 45.8333333 verificahw= 550 mm talpi= 5.18181818 verifica
tf= 22 mmbf= 240 mm
W.nec= 3454929.58 mm3 Iy-y= 1030566680 mm4hw.optim 617.059179 mm W.el.y= 3469921.48 mm3Af.nec= 5181.69014 mm2bf.nec= 235.53137 mm Mrd= 1119.8383 kN*m
PRIMELE 4 ETAJE ( P - E3) fy= 322.7273 N/mm2
Med= 728.47 kN*mVerificari suplete:
Propunem: tw= 15 mm inima= 36.6666667 verificahw= 550 mm talpi= 4.125 verifica
tf= 20 mmbf= 180 mm
W.nec= 2257230.99 mm3 Iy-y= 793028750 mm4hw.optim 446.108207 mm W.el.y= 2688233.05 mm3Af.nec= 2729.05634 mm2bf.nec= 136.452817 mm Mrd= 867.566121 kN*m
ETAJELE E4 - E7 fy= 322.7273 N/mm2
Med= 572.99 kN*mVerificari suplete:
Propunem: tw= 12 mm inima= 45.8333333 verificahw= 550 mm talpi= 3.81818182 verifica
tf= 22 mmbf= 180 mm
W.nec= 1775461.97 mm3 Iy-y= 814518760 mm4hw.optim 442.346815 mm W.el.y= 2742487.41 mm3Af.nec= 2128.11268 mm2bf.nec= 96.7323944 mm Mrd= 885.075481 kN*m
Etajele E8-E10 fy= 322.7273 N/mm2
Dimensionarea link-ului OY - tabla sudata -
Med= 340.59 kN*mVerificari suplete:
Propunem: tw= 10 mm inima= 50 verificahw= 500 mm talpi= 3.61111111 verifica
tf= 18 mmbf= 140 mm
W.nec= 1055349.3 mm3 Iy-y= 442390987 mm4hw.optim 373.590611 mm W.el.y= 1650712.64 mm3Af.nec= 1277.36526 mm2bf.nec= 70.9647366 mm Mrd= 532.729987 kN*m
PRIMELE 4 ETAJE ( P - E3) fy= 322.7273 N/mm2
Med= 1070 kN*mVerificari suplete:
Propunem: tw= 18 mm inima= 36.1111111 verificahw= 650 mm talpi= 4.04 verifica
tf= 25 mmbf= 220 mm
W.nec= 3315492.96 mm3 Iy-y= 1665479167 mm4hw.optim 493.555099 mm W.el.y= 4758511.9 mm3Af.nec= 3150.7584 mm2bf.nec= 126.030336 mm Mrd= 1535.70157 kN*m
ETAJELE E4 - E7 fy= 322.7273 N/mm2
Med= 760 kN*mVerificari suplete:
Propunem: tw= 15 mm inima= 40 verificahw= 600 mm talpi= 4.875 verifica
tf= 20 mmbf= 210 mm
W.nec= 2354929.58 mm3 Iy-y= 1077520000 mm4hw.optim 455.66028 mm W.el.y= 3367250 mm3Af.nec= 2424.88263 mm2bf.nec= 121.244131 mm Mrd= 1086.70341 kN*m
Dimensionarea link-ului OX - tabla sudata -
Etajele E8-E10 fy= 322.7273 N/mm2
Med= 485.05 kN*mVerificari suplete:
Propunem: tw= 12 mm inima= 45.8333333 verificahw= 550 mm talpi= 4.94444444 verifica
tf= 18 mmbf= 190 mm
W.nec= 1502971.83 mm3 Iy-y= 718246720 mm4hw.optim 406.988969 mm W.el.y= 2451354 mm3Af.nec= 1632.67606 mm2bf.nec= 90.7042254 mm Mrd= 791.118789 kN*m
Dimensionarea Stalpului 2D
directia y
Ft.CC= 293.23 kNFt.CN= 406.02 kN
p= 58.0650697 %>25%
Verificarea de rezistenta
Ved= 233.95 kN fy= 322.7273 N/mm2Ned= 18487 kN
Med.y= 877 kN*mMed.x= 1477.8 kN*m
Verificari suplete:Propunem: tw= 30 mm inima= 23.3333333 verifica
hw= 700 mm talpi= 5.875 verificatf= 40 mmbf= 500 mm
W.nec= 2717464.79 mm3 Iy-y= 7172166667 mm4hw.optim 346.114007 mm W.el.y= 18390171 mm3Af.nec= 382.092555 mm2bf.nec= 9.55231388 mm Mrd= 5935.00971 kN*m
Vpl= 3912.86023 kN Ved/Vpl= 0.05979002 Nrd= 37436.3636 kN
Ned/Nrd+Med.y/Mrd+Med.x/Mrd= 0.8906
Determinat tipul de structura
Structura contravantuita:
- deplasarile unui punct de colt de la ultimul nivel :dir x= 135 mmdir y= 120 mm
Structura necontravantuita:
- deplasarile unui punct de colt de la ultimul nivel :dir x= 209.3 mmdir y= 209.5 mm
reducerea cu 80% din deplasarile cadrelor necontravantuite inseamna:dir x= 41.86 mm <135 =>
structura cu noduri deplasabiledir y= 41.9 mm <120 =>
Dimensionarea Stalpului 1D
Verificarea de rezistenta
Ved= 158.73 kN fy= 322.7273 N/mm2Ned= 17595 kN
Med.y= 783.83 kN*mMed.x= 1371 kN*m
Verificari suplete:Propunem: tw= 30 mm inima= 23.3333333 verifica
hw= 700 mm talpi= 5.875 verificatf= 40 mmbf= 500 mm
W.nec= 2428769.01 mm3 Iy-y= 7172166667 mm4hw.optim 327.212827 mm W.el.y= 18390171 mm3Af.nec= -30.3299799 mm2bf.nec= -0.7582495 mm Mrd= 5935.00971 kN*m
Vpl= 3912.86023 kN Ved/Vpl= 0.04056623 Nrd= 37436.3636 kN
Ned/Nrd+Med.y/Mrd+Med.x/Mrd= 0.8331
Dimensionarea Stalpului 3D
Verificarea de rezistenta
Ved= 339.11 kN fy= 322.7273 N/mm2Ned= 4317 kN
Med.y= 978.03 kN*m
Med.x= 1400.3 kN*mVerificari suplete:
Propunem: tw= 30 mm inima= 23.3333333 verificahw= 700 mm talpi= 5.875 verifica
tf= 40 mmbf= 500 mm
W.nec= 3030515.49 mm3 Iy-y= 7172166667 mm4hw.optim 365.506805 mm W.el.y= 18390171 mm3Af.nec= 829.307847 mm2bf.nec= 20.7326962 mm Mrd= 5935.00971 kN*m
Vpl= 3912.86023 kN Ved/Vpl= 0.0866655 Nrd= 37436.3636 kN
Ned/Nrd+Med.y/Mrd+Med.x/Mrd= 0.516
Dimensionarea Stalpului 3C
Verificarea de rezistenta
Ved= 314.17 kN fy= 322.7273 N/mm2Ned= 4669 kN
Med.y= 942.14 kN*mMed.x= 1495.51 kN*m
Verificari suplete:Propunem: tw= 30 mm inima= 23.3333333 verifica
hw= 700 mm talpi= 5.875 verificatf= 40 mmbf= 500 mm
W.nec= 2919307.04 mm3 Iy-y= 7172166667 mm4hw.optim 358.737767 mm W.el.y= 18390171 mm3Af.nec= 670.438632 mm2bf.nec= 16.7609658 mm Mrd= 5935.00971 kN*m
Vpl= 3912.86023 kN Ved/Vpl= 0.08029165 Nrd= 37436.3636 kN
Ned/Nrd+Med.y/Mrd+Med.x/Mrd= 0.5354
Factorul de importanta expunere pt act. zapezii;
1.6928
0.7872
Verificarea grinzilor cadrelor necontravantuite
Directia longitudinala (OY) ax D
Etaj sectiune Etaj
P 323.15
2900000
619.5454545 0.52159208 8 93.74 248.6264
11.5 440 21 594.3283
0.418332
HE450A
PE1 379.17 619.5454545 0.61201321 8 93.35 248.2364 0.417675 E1E2 423.19 619.5454545 0.6830653 8 93.42 248.3064 0.417793 E2E3 459.1 619.5454545 0.74102715 8 93.67 248.5564 0.418214 E3E4 397.81
2310000
493.5 0.80609929 8 93.25 216.625
11 390 19 503.3628
0.430356
HE400A
E4E5 399.03 493.5 0.80857143 8 93.35 216.725 0.430554 E5E6 384.88 493.5 0.77989868 8 93.43 216.805 0.430713 E6E7 375.91 493.5 0.76172239 8 93.51 216.885 0.430872 E7E8 305.76
2310000493.5 0.61957447 8 93.03 216.405
11 390 19 503.36280.429919
HE400AE8
E9 353.25 493.5 0.71580547 8 92.74 216.115 0.429342 E9E10 60 493.5 0.12158055 8 45.35 168.725 0.335196 E10
fy= 213.6364 N/mm2 fy=
Med [kN*m]
Wel [mm3]
Mrd [kN*m]
Med/Mrd [/]
L
[m]
V.GS [kN]
Ved [kN]
tw [mm]
d [mm]
tf [mm]
Vpl [kN]
Ved/Vpl
[/]
Verificarea grinzilor cadrelor contravantuite (grinzile adiacente link-ului)
Directia longitudinala (OY)
Etaj Etaj
P 1535.65
5190064.1
1674.975233 0.91681953 8 93.74 512.4838
15 650 25 1746.813
0.293382
600
PE1 1685.47 1674.975233 1.00626563 8 93.35 512.0938 0.293159 E1E2 1579.78 1674.975233 0.94316618 8 93.42 512.1638 0.293199 E2E3 1473.65 1674.975233 0.87980405 8 93.67 512.4138 0.293342 E3E4 1315.93
4076116.54
1315.473975 1.00034666 8 93.25 422.1185
12 594 22 1278.946
0.330052
550
E4E5 1258.94 1315.473975 0.95702387 8 93.35 422.2185 0.33013 E5E6 1111.78 1315.473975 0.84515545 8 93.43 422.2985 0.330193 E6E7 973.87 1315.473975 0.74031871 8 93.51 422.3785 0.330255 E7E8 706.93
2191583.08707.2836318 0.99950001 8 93.03 269.8509
10 536 18 965.17220.279588
500E8
E9 378.48 707.2836318 0.53511771 8 92.74 269.5609 0.279288 E9E10 685.09 707.2836318 0.96862131 8 45.35 222.1709 0.230188 E10
fy= 322.7273 N/mm2 fy=
Med [kN*m]
Wel [mm3]
Mrd [kN*m]
Med/Mrd [/]
L
[m]
V.GS [kN]
Ved [kN]
tw [mm]
d [mm]
tf [mm]
Vpl [kN]
Ved/Vpl
[/]
hw
[mm]
Verificarea link-ului
Directia longitudinala (OY)
Etaj hw Etaj
P 671.98
2688233.05
867.566121 0.77455768 1.4 93.74 1333.12
15 590 20 1593.093
0.836812
550
PE1 728.47 867.566121 0.83967087 1.4 93.35 1332.73 0.836568 E1E2 688 867.566121 0.79302313 1.4 93.42 1332.8 0.836612 E2E3 657 867.566121 0.75729098 1.4 93.67 1333.05 0.836769 E3E4 566.31
2742487.41
885.0754815 0.63984373 1.4 93.25 1357.644
12 594 22 1278.946
1.061533
550
E4E5 572.99 885.0754815 0.64739111 1.4 93.35 1357.744 1.061611 E5E6 514.66 885.0754815 0.58148713 1.4 93.43 1357.824 1.061674 E6E7 455.59 885.0754815 0.51474706 1.4 93.51 1357.904 1.061736 E7E8 340.59
1650712.64532.7299873 0.63932951 1.4 93.03 854.0728
10 536 18 965.17220.884892
500E8
E9 208.01 532.7299873 0.39046047 1.4 92.74 853.7828 0.884591 E9E10 308.51 532.7299873 0.57911138 1.4 45.35 806.3928 0.835491 E10
fy= 322.73 N/mm2 fy=
Med [kN*m]
Wel [mm3]
Mrd [kN*m]
Med/Mrd [/]
L
[m]
V.GS [kN]
Ved [kN]
tw [mm]
d [mm]
tf [mm]
Vpl [kN]
Ved/Vpl
[/]
Verificarea grinzilor cadrelor necontravantuite Verificarea grinzilor cadrelor necontravantuite
Directia longitudinala (OY) ax C
sectiune Etaj
292.34
2900000
619.54545 0.47186207 8 115 269.8864
11.5 440 21 594.3283
0.454103
HE450A
P 434.7330.11 619.54545 0.53282612 8 115 269.8864 0.454103 E1 478.23354.64 619.54545 0.57241966 8 115 269.8864 0.454103 E2 489.11384.61 619.54545 0.62079384 8 115 269.8864 0.454103 E3 339.58345.22
2310000
493.5 0.69953394 8 115 238.375
11 390 19 503.3628
0.473565
HE400A
E4 219.26342.1 493.5 0.69321175 8 115 238.375 0.473565 E5 426.49334.9 493.5 0.67862209 8 115 238.375 0.473565 E6 394.79
332.14 493.5 0.67302938 8 115 238.375 0.473565 E7 378.53278.03
2310000493.5 0.56338399 8 115 238.375
11 390 19 503.36280.473565
HE400AE8 280.74
201.5 493.5 0.408308 8 115 238.375 0.473565 E9 181.57218.22 493.5 0.44218845 8 115 238.375 0.473565 E10 47.13
213.63636 N/mm2 fy= 213.6364
Med [kN*m]
Wel [mm3]
Mrd [kN*m]
Med/Mrd
[/]
L
[m]V.GS
[kN]Ved
[kN]tw
[mm]d [mm]
tf [mm]
Vpl [kN]
Ved/Vpl
[/]Med [kN*m]
Verificarea grinzilor cadrelor contravantuite (grinzile adiacente link-ului)
Directia transversal (OX)
2173.54
8198640.8
2645.925 0.82146697 7.5 37 742.58
18 710 30 2280.639
0.325602
6502642 2645.925 0.99851659 7.5 37 742.58 0.3256022553.59 2645.925 0.96510294 7.5 37 742.58 0.3256022236.57 2645.925 0.84528851 7.5 37 742.58 0.325602708.68
5490705.1
1772 0.39993221 7.5 37 509.5334
15 650 25 1746.813
0.291693
6001737 1772 0.98024815 7.5 37 509.5334 0.2916931765 1772 0.9960495 7.5 37 509.5334 0.2916931562 1772 0.8814897 7.5 37 509.5334 0.2916931115
3469921.51119.8383 0.99567947 7.5 37 335.6235
12 594 22 1278.9460.262422
550786.07 1119.8383 0.70194956 7.5 37 335.6235 0.262422102.11 1119.8383 0.09118281 7.5 30 328.6235 0.256949
322.72727 N/mm2
Med [kN*m]
Wel [mm3]
Mrd [kN*m]
Med/Mrd [/]
L
[m]V.GS
[kN]Ved
[kN]tw
[mm]d [mm]
tf [mm]
Vpl [kN]
Ved/Vpl
[/]
hw
[mm]
Verificarea link-ului
Directia transversala (OX)
hw
903.63
4758511.9
1535.7016 0.5884151 1.4 37 2230.859
18 700 25 2263.869
0.985419
6501070 1535.7016 0.69674996 1.4 37 2230.859 0.9854191057 1535.7016 0.68828477 1.4 37 2230.859 0.985419
944.66 1535.7016 0.61513254 1.4 37 2230.859 0.985419332.9
3367250
1086.7034 0.30633934 1.4 37 1589.433
15 640 20 1732.838
0.917243
600733 1086.7034 0.67451707 1.4 37 1589.433 0.917243760 1086.7034 0.69936286 1.4 37 1589.433 0.917243
679.39 1086.7034 0.62518438 1.4 37 1589.433 0.917243485.05
2451354791.11879 0.61311905 1.4 37 1167.17
12 586 18 12700.919029
550351.54 791.11879 0.44435805 1.4 37 1167.17 0.91902980.19 791.11879 0.10136278 1.4 30 1160.17 0.913518
322.73 N/mm2
Med [kN*m]
Wel [mm3]
Mrd [kN*m]
Med/Mrd [/]
L
[m]V.GS
[kN]Ved
[kN]tw
[mm]d [mm]
tf [mm]
Vpl [kN]
Ved/Vpl
[/]
Verificarea grinzilor cadrelor necontravantuite Verificarea grinzilor cadrelor necontravantuite
Directia transversala (OX) ax 1
sectiune Etaj
2900000
619.5455 0.701643 6 70.5 277.0152
11.5 440 21 594.328304
0.466098
HE450A
P 365.52619.5455 0.771905 6 70.5 277.0152 0.466098 E1 396619.5455 0.789466 6 70.5 277.0152 0.466098 E2 393.42619.5455 0.548112 6 70.5 277.0152 0.466098 E3 295.23
2310000
493.5 0.444296 6 70.5 235
11 390 19 503.362832
0.46686
HE400A
E4 260.81493.5 0.864215 6 70.5 235 0.46686 E5 341.29493.5 0.79998 6 70.5 235 0.46686 E6 331.91493.5 0.767031 6 70.5 235 0.46686 E7 320.41
2310000493.5 0.568875 6 70.5 235
11 390 19 503.3628320.46686
HE400AE8 250.83
493.5 0.367923 6 70.5 235 0.46686 E9 177.56493.5 0.095502 6 34.05 198.55 0.394447 E10 144.89
N/mm2 fy= 213.6364
Wel [mm3]
Mrd [kN*m]
Med/Mrd
[/]
L
[m]V.GS
[kN]Ved
[kN]tw
[mm]d [mm]
tf [mm]
Vpl [kN]
Ved/Vpl
[/]Med [kN*m]
Verificarea grinzilor cadrelor necontravantuite
Directia transversala (OX) ax 2
sectiune
2900000
619.5455 0.589981 6 87.7 294.2152
11.5 440 21 594.3283
0.495038
HE450A619.5455 0.639178 6 87.7 294.2152 0.495038619.5455 0.635014 6 87.7 294.2152 0.495038619.5455 0.476527 6 87.7 294.2152 0.495038
2310000
493.5 0.52849 6 87.7 252.2
11 390 19 503.3628
0.50103
HE400A493.5 0.69157 6 87.7 252.2 0.50103493.5 0.672563 6 87.7 252.2 0.50103493.5 0.64926 6 87.7 252.2 0.50103
2310000493.5 0.508267 6 87.7 252.2
11 390 19 503.36280.50103
HE400A493.5 0.359797 6 87.7 252.2 0.50103493.5 0.293597 6 34.05 110.36 0.219245
N/mm2
Wel [mm3]
Mrd [kN*m]
Med/Mrd
[/]
L
[m]V.GS
[kN]Ved
[kN]tw
[mm]d [mm]
tf [mm]
Vpl [kN]
Ved/Vpl
[/]
Determinaria lungimi de flambaj pentru stalpul 2DDirectia longitudinala (OY)
Etaj Etaj
P 7.17E+09 1.69E+096.37E+08 1839017 1839017 0 229493 86694 0 0 0.92 0 6.86461 PE1 7.17E+09 1.69E+096.37E+08 1839017 1839017 1839017 229493 86694 229493 86694 0.92 0.921 15.084 E1E2 7.17E+09 1.69E+096.37E+08 1839017 1839017 1839017 229493 86694 229493 86694 0.92 0.921 15.084 E2E3 7.17E+09 1.69E+096.37E+08 1839017 1839017 1839017 164708 61320 229493 86694 0.94 0.921 16.245 E3E4 7.17E+09 1.21E+094.51E+08 1839017 1839017 1839017 164708 61320 229493 86694 0.94 0.921 16.245 E4E5 7.17E+09 1.21E+094.51E+08 1839017 1839017 1839017 164708 61320 164708 61320 0.94 0.942 17.6696 E5E6 7.17E+09 1.21E+094.51E+08 1839017 1839017 1839017 164708 61320 164708 61320 0.94 0.942 17.6696 E6E7 7.17E+09 1.21E+094.51E+08 1839017 1839017 1839017 79911 61320 164708 61320 0.96 0.942 19.5695 E7E8 7.17E+09 5.87E+084.51E+08 1839017 1839017 1839017 79911 61320 164708 61320 0.96 0.942 19.5695 E8E9 7.17E+09 5.87E+084.51E+08 1839017 1839017 1839017 79911 61320 79911 61320 0.96 0.963 22.1482 E9E10 7.17E+09 5.87E+084.51E+08 1839017 0 1839017 0 0 79911 61320 1 0.963 31.8042 E10
Het= 3900 mm Lgr.y= 7350 mm Lgr.x= 6850 mm fy=
Cmy=Cmx=Directia transversala (Ox)
Etaj Etaj
P 7.17E+09 6.37E+08 0 1839017 1839017 0 93022 0 0 0 0.98 0 7.46442 PE1 7.17E+09 6.37E+08 0 1839017 1839017 1839017 93022 0 93022 0 0.98 0.975 27.1456 E1E2 7.17E+09 6.37E+08 0 1839017 1839017 1839017 93022 0 93022 0 0.98 0.975 27.1456 E2E3 7.17E+09 6.37E+08 0 1839017 1839017 1839017 65796 0 93022 0 0.98 0.975 29.3577 E3E4 7.17E+09 4.51E+08 0 1839017 1839017 1839017 65796 0 93022 0 0.98 0.975 29.3577 E4E5 7.17E+09 4.51E+08 0 1839017 1839017 1839017 65796 0 65796 0 0.98 0.982 32.1794 E5E6 7.17E+09 4.51E+08 0 1839017 1839017 1839017 65796 0 65796 0 0.98 0.982 32.1794 E6E7 7.17E+09 4.51E+08 0 1839017 1839017 1839017 65796 0 65796 0 0.98 0.982 32.1794 E7E8 7.17E+09 4.51E+08 0 1839017 1839017 1839017 65796 0 65796 0 0.98 0.982 32.1794 E8E9 7.17E+09 4.51E+08 0 1839017 1839017 1839017 65796 0 65796 0 0.98 0.982 32.1794 E9
Iy.st [mm4]
Iy.gr.st
[mm4]
Iy.gr.dr [mm4]
Kc
[mm3]
K1
[mm3]
K2
[mm3]
K11 [mm3]
K12 [mm3]
K21
[mm3]
K22
[mm3]
η1
[/]
η2 [/]
lf [m]
Iy.st [mm4]
Iy.gr.st
[mm4]
Iy.gr.dr [mm4]
Kc
[mm3]
K1
[mm3]
K2
[mm3]
K11 [mm3]
K12 [mm3]
K21
[mm3]
K22
[mm3]
η1
[/]
η2 [/]
lf [m]
E10 7.17E+09 4.51E+08 0 1839017 0 1839017 0 0 65796 0 1 0.982 45.8415 E10
Determinaria lungimi de flambaj pentru stalpul 1DDirectia longitudinala (OY)
Etaj Etaj
P 7.17E+09 0 1.69E+09 1839017 1839017 0 0 229493 0 0 0.94 0 7.07033 PE1 7.17E+09 0 1.69E+09 1839017 1839017 1839017 0 229493 0 229493 0.94 0.941 17.5423 E1E2 7.17E+09 0 1.69E+09 1839017 1839017 1839017 0 229493 0 229493 0.94 0.941 17.5423 E2E3 7.17E+09 0 1.69E+09 1839017 1839017 1839017 0 164708 0 229493 0.96 0.941 18.8917 E3E4 7.17E+09 0 1.21E+09 1839017 1839017 1839017 0 164708 0 229493 0.96 0.941 18.8917 E4E5 7.17E+09 0 1.21E+09 1839017 1839017 1839017 0 164708 0 164708 0.96 0.957 20.5618 E5E6 7.17E+09 0 1.21E+09 1839017 1839017 1839017 0 164708 0 164708 0.96 0.957 20.5618 E6E7 7.17E+09 0 1.21E+09 1839017 1839017 1839017 0 79911 0 164708 0.98 0.957 23.8576 E7E8 7.17E+09 0 5.87E+08 1839017 1839017 1839017 0 79911 0 164708 0.98 0.957 23.8576 E8E9 7.17E+09 0 5.87E+08 1839017 1839017 1839017 0 79911 0 79911 0.98 0.979 29.2453 E9E10 7.17E+09 0 5.87E+08 1839017 0 1839017 0 0 0 79911 1 0.979 41.7253 E10
Het= 3900 mm Lgr.y= 7350 mm Lgr.x= 6850 mm fy=
Cmy=Cmx=Directia transversala (Ox)
Etaj Etaj
P 7.17E+09 2.91E+09 0 1839017 1839017 0 424893 0 0 0 0.9 0 6.64331 PE1 7.17E+09 2.91E+09 0 1839017 1839017 1839017 424893 0 424893 0 0.9 0.896 13.1608 E1E2 7.17E+09 2.91E+09 0 1839017 1839017 1839017 424893 0 424893 0 0.9 0.896 13.1608 E2E3 7.17E+09 2.91E+09 0 1839017 1839017 1839017 260508 0 424893 0 0.93 0.896 14.6031 E3E4 7.17E+09 1.78E+09 0 1839017 1839017 1839017 260508 0 424893 0 0.93 0.896 14.6031 E4E5 7.17E+09 1.78E+09 0 1839017 1839017 1839017 260508 0 260508 0 0.93 0.934 16.5198 E5E6 7.17E+09 1.78E+09 0 1839017 1839017 1839017 260508 0 260508 0 0.93 0.934 16.5198 E6E7 7.17E+09 1.78E+09 0 1839017 1839017 1839017 150448 0 260508 0 0.96 0.934 18.5692 E7E8 7.17E+09 1E+09 0 1839017 1839017 1839017 150448 0 260508 0 0.96 0.934 18.5692 E8
Iy.st [mm4]
[mm4]
[mm4]
Kc
[mm3]
K1
[mm3]
K2
[mm3]
K11 [mm3]
K12 [mm3]
K21
[mm3]
K22
[mm3]
[/]
[/]
lf [m]
Iy.st [mm4]
[mm4]
[mm4]
Kc
[mm3]
K1
[mm3]
K2
[mm3]
K11 [mm3]
K12 [mm3]
K21
[mm3]
K22
[mm3]
[/]
[/]
lf [m]
E9 7.17E+09 1E+09 0 1839017 1839017 1839017 150448 0 150448 0 0.96 0.961 21.4807 E9E10 7.17E+09 1E+09 0 1839017 0 1839017 0 0 150448 0 1 0.961 30.875 E10
Determinaria lungimi de flambaj pentru stalpul 3DDirectia longitudinala (OY)
Etaj Etaj
P 7.17E+09 6.37E+086.37E+08 1839017 1839017 0 86694 86694 0 0 0.95 0 7.22054 PE1 7.17E+09 6.37E+086.37E+08 1839017 1839017 1839017 86694 86694 86694 86694 0.95 0.955 20.0595 E1E2 7.17E+09 6.37E+086.37E+08 1839017 1839017 1839017 86694 86694 86694 86694 0.95 0.955 20.0595 E2E3 7.17E+09 6.37E+086.37E+08 1839017 1839017 1839017 61320 61320 86694 86694 0.97 0.955 21.679 E3E4 7.17E+09 4.51E+084.51E+08 1839017 1839017 1839017 61320 61320 86694 86694 0.97 0.955 21.679 E4E5 7.17E+09 4.51E+084.51E+08 1839017 1839017 1839017 61320 61320 61320 61320 0.97 0.968 23.7192 E5E6 7.17E+09 4.51E+084.51E+08 1839017 1839017 1839017 61320 61320 61320 61320 0.97 0.968 23.7192 E6E7 7.17E+09 4.51E+084.51E+08 1839017 1839017 1839017 61320 61320 61320 61320 0.97 0.968 23.7192 E7E8 7.17E+09 4.51E+084.51E+08 1839017 1839017 1839017 61320 61320 61320 61320 0.97 0.968 23.7192 E8E9 7.17E+09 4.51E+084.51E+08 1839017 1839017 1839017 61320 61320 61320 61320 0.97 0.968 23.7192 E9E10 7.17E+09 4.51E+084.51E+08 1839017 0 1839017 0 0 61320 61320 1 0.968 33.9944 E10
Het= 3900 mm Lgr.y= 7350 mm Lgr.x= 6850 mm fy=
Cmy=Cmx=Directia transversala (Ox)
Etaj Etaj
P 7.17E+09 6.37E+08 0 1839017 1839017 0 93022 0 0 0 0.98 0 7.46442 PE1 7.17E+09 6.37E+08 0 1839017 1839017 1839017 93022 0 93022 0 0.98 0.975 27.1456 E1E2 7.17E+09 6.37E+08 0 1839017 1839017 1839017 93022 0 93022 0 0.98 0.975 27.1456 E2E3 7.17E+09 6.37E+08 0 1839017 1839017 1839017 65796 0 93022 0 0.98 0.975 29.3577 E3E4 7.17E+09 4.51E+08 0 1839017 1839017 1839017 65796 0 93022 0 0.98 0.975 29.3577 E4E5 7.17E+09 4.51E+08 0 1839017 1839017 1839017 65796 0 65796 0 0.98 0.982 32.1794 E5E6 7.17E+09 4.51E+08 0 1839017 1839017 1839017 65796 0 65796 0 0.98 0.982 32.1794 E6E7 7.17E+09 4.51E+08 0 1839017 1839017 1839017 65796 0 65796 0 0.98 0.982 32.1794 E7
Iy.st [mm4]
[mm4]
[mm4]
Kc
[mm3]
K1
[mm3]
K2
[mm3]
K11 [mm3]
K12 [mm3]
K21
[mm3]
K22
[mm3]
[/]
[/]
lf [m]
Iy.st [mm4]
[mm4]
[mm4]
Kc
[mm3]
K1
[mm3]
K2
[mm3]
K11 [mm3]
K12 [mm3]
K21
[mm3]
K22
[mm3]
[/]
[/]
lf [m]
E8 7.17E+09 4.51E+08 0 1839017 1839017 1839017 65796 0 65796 0 0.98 0.982 32.1794 E8E9 7.17E+09 4.51E+08 0 1839017 1839017 1839017 65796 0 65796 0 0.98 0.982 32.1794 E9E10 7.17E+09 4.51E+08 0 1839017 0 1839017 0 0 65796 0 1 0.982 45.8415 E10
Determinaria lungimi de flambaj pentru stalpul 3CDirectia longitudinala (OY)
Etaj Etaj
P 7.17E+09 6.37E+086.37E+08 1839017 1839017 0 86694 86694 0 0 0.95 0 7.22054 PE1 7.17E+09 6.37E+086.37E+08 1839017 1839017 1839017 86694 86694 86694 86694 0.95 0.955 20.0595 E1E2 7.17E+09 6.37E+086.37E+08 1839017 1839017 1839017 86694 86694 86694 86694 0.95 0.955 20.0595 E2E3 7.17E+09 6.37E+086.37E+08 1839017 1839017 1839017 61320 61320 86694 86694 0.97 0.955 21.679 E3E4 7.17E+09 4.51E+084.51E+08 1839017 1839017 1839017 61320 61320 86694 86694 0.97 0.955 21.679 E4E5 7.17E+09 4.51E+084.51E+08 1839017 1839017 1839017 61320 61320 61320 61320 0.97 0.968 23.7192 E5E6 7.17E+09 4.51E+084.51E+08 1839017 1839017 1839017 61320 61320 61320 61320 0.97 0.968 23.7192 E6E7 7.17E+09 4.51E+084.51E+08 1839017 1839017 1839017 61320 61320 61320 61320 0.97 0.968 23.7192 E7E8 7.17E+09 4.51E+084.51E+08 1839017 1839017 1839017 61320 61320 61320 61320 0.97 0.968 23.7192 E8E9 7.17E+09 4.51E+084.51E+08 1839017 1839017 1839017 61320 61320 61320 61320 0.97 0.968 23.7192 E9E10 7.17E+09 4.51E+084.51E+08 1839017 0 1839017 0 0 61320 61320 1 0.968 33.9944 E10
Het= 3900 mm Lgr.y= 7350 mm Lgr.x= 6850 mm fy=
Cmy=Cmx=Directia transversala (Ox)
Etaj Etaj
P 7.17E+09 6.37E+086.37E+08 1839017 1839017 0 93022 93022 0 0 0.95 0 7.18534 PE1 7.17E+09 6.37E+086.37E+08 1839017 1839017 1839017 93022 93022 93022 93022 0.95 0.952 19.3919 E1E2 7.17E+09 6.37E+086.37E+08 1839017 1839017 1839017 93022 93022 93022 93022 0.95 0.952 19.3919 E2E3 7.17E+09 6.37E+086.37E+08 1839017 1839017 1839017 65796 65796 93022 93022 0.97 0.952 20.9552 E3E4 7.17E+09 4.51E+084.51E+08 1839017 1839017 1839017 65796 65796 93022 93022 0.97 0.952 20.9552 E4E5 7.17E+09 4.51E+084.51E+08 1839017 1839017 1839017 65796 65796 65796 65796 0.97 0.965 22.9208 E5E6 7.17E+09 4.51E+084.51E+08 1839017 1839017 1839017 65796 65796 65796 65796 0.97 0.965 22.9208 E6
Iy.st [mm4]
[mm4]
[mm4]
Kc
[mm3]
K1
[mm3]
K2
[mm3]
K11 [mm3]
K12 [mm3]
K21
[mm3]
K22
[mm3]
[/]
[/]
lf [m]
Iy.st [mm4]
[mm4]
[mm4]
Kc
[mm3]
K1
[mm3]
K2
[mm3]
K11 [mm3]
K12 [mm3]
K21
[mm3]
K22
[mm3]
[/]
[/]
lf [m]
E7 7.17E+09 4.51E+084.51E+08 1839017 1839017 1839017 65796 65796 65796 65796 0.97 0.965 22.9208 E7E8 7.17E+09 4.51E+084.51E+08 1839017 1839017 1839017 65796 65796 65796 65796 0.97 0.965 22.9208 E8E9 7.17E+09 4.51E+084.51E+08 1839017 1839017 1839017 65796 65796 65796 65796 0.97 0.965 22.9208 E9E10 7.17E+09 4.51E+084.51E+08 1839017 0 1839017 0 0 65796 65796 1 0.965 32.8807 E10
Determinarea coeficientilor necesari pt verificarea de stabilitate a stalpului 2D pe OY
Etaj
122000 18363.08 80.13878 0.3532872 0.588465 0.944216 0.968144 1.255641 0.144 47.6709 0.594854367 0.74405 0.839633 P122000 14658.8 80.13878 0.7762965 0.899289 0.73896 1.161319 1.262756 0.144 104.7498 1.307104768 1.54247 0.423473 E1122000 11369.3 80.13878 0.7762965 0.899289 0.73896 1.102678 1.181352 0.144 104.7498 1.307104768 1.54247 0.423473 E2122000 8333.85 80.13878 0.8360482 0.957616 0.701962 1.072611 1.117104 0.144 112.8124 1.407712846 1.69614 0.378457 E3122000 5717.01 80.13878 0.8360482 0.957616 0.701962 1.018411 1.048933 0.144 112.8124 1.407712846 1.69614 0.378457 E4122000 3242.86 80.13878 0.9093664 1.034066 0.655157 0.98026 0.990515 0.144 122.7056 1.531163936 1.89853 0.331016 E5122000 2112.56 80.13878 0.9093664 1.034066 0.655157 0.952285 0.958966 0.144 122.7056 1.531163936 1.89853 0.331016 E6122000 3238.96 80.13878 1.0071467 1.144387 0.592494 1.000861 0.999968 0.144 135.8996 1.695803449 2.19216 0.279225 E7122000 4064 80.13878 1.0071467 1.144387 0.592494 1.026552 1.025432 0.144 135.8996 1.695803449 2.19216 0.279225 E8122000 4264 80.13878 1.1398572 1.309413 0.511812 1.078984 1.05235 0.144 153.8069 1.919257349 2.63405 0.225321 E9
122000 423.28 80.13878 1.6368019 2.083817 0.296432 0.946897 0.926112 0.144 220.8623 2.755998054 4.73228 0.116561 E10
322.7273 N/mm2 E= 210000 N/mm2 i= 242.4629 mm fy=
Cmy=Cmx= 0.9 α= 0.34 curba bCmy=Cmx=
Etaj
122000 18363.08 80.13878 0.3841564 0.605095 0.932312 0.982912 1.260181 0.144 51.83625 0.64683112 0.78516 0.812864 P122000 14658.8 80.13878 1.3970488 1.679371 0.382947 1.947414 1.599998 0.144 188.5112 2.35230891 3.63257 0.156234 E1122000 11369.3 80.13878 1.3970488 1.679371 0.382947 1.71237 1.442915 0.144 188.5112 2.35230891 3.63257 0.156234 E2122000 8333.85 80.13878 1.5108951 1.864254 0.338257 1.638268 1.350543 0.144 203.873 2.543999987 4.13445 0.135253 E3122000 5717.01 80.13878 1.5108951 1.864254 0.338257 1.406451 1.209072 0.144 203.873 2.543999987 4.13445 0.135253 E4122000 3242.86 80.13878 1.6561125 2.118893 0.290644 1.271372 1.104035 0.144 223.468 2.788512652 4.82795 0.114036 E5122000 2112.56 80.13878 1.6561125 2.118893 0.290644 1.14193 1.032918 0.144 223.468 2.788512652 4.82795 0.114036 E6122000 3238.96 80.13878 1.6561125 2.118893 0.290644 1.270925 1.103789 0.144 223.468 2.788512652 4.82795 0.114036 E7122000 4064 80.13878 1.6561125 2.118893 0.290644 1.365408 1.155699 0.144 223.468 2.788512652 4.82795 0.114036 E8122000 4264 80.13878 1.6561125 2.118893 0.290644 1.388312 1.168283 0.144 223.468 2.788512652 4.82795 0.114036 E9
A
[mm2]
Ned
[kN]
λE
[/]
λ.barat.y
[/]
φy
[/]
χy
[/]
kyy
[/]
kyy.max
[/]
it
[m]
λLT
[/]
λ.barat.y.LT [/]
φLT
[/]
χy.LT [/]
A
[mm2]
Ned
[kN]
λE
[/]
λ.barat.x
[/]
φx
[/]
χx
[/]
kxx
[/]
kxx.max
[/]
it
[m]
λLT
[/]
λ.barat.x.LT [/]
φLT
[/]
χx.LT [/]
122000 423.28 80.13878 2.3592349 3.650065 0.155395 1.034443 0.949811 0.144 318.344 3.972409011 9.03133 0.058336 E10
Determinarea coeficientilor necesari pt verificarea de stabilitate a stalpului 1D pe OY
122000 17595 80.13878 0.3638746 0.594061 0.940168 0.970104 1.242232 0.144 49.09951 0.612681104 0.75784 0.830645122000 14104.49 80.13878 0.9028131 1.027014 0.659373 1.243647 1.291168 0.144 121.8213 1.520129664 1.87982 0.334932122000 11156.29 80.13878 0.9028131 1.027014 0.659373 1.171816 1.209404 0.144 121.8213 1.520129664 1.87982 0.334932122000 8508.54 80.13878 0.9722603 1.103929 0.614712 1.14434 1.153116 0.144 131.1922 1.637062698 2.08429 0.296353122000 6161.14 80.13878 0.9722603 1.103929 0.614712 1.076929 1.083285 0.144 131.1922 1.637062698 2.08429 0.296353122000 3965.96 80.13878 1.0582134 1.205804 0.560582 1.038788 1.029374 0.144 142.7903 1.781787996 2.35629 0.256532122000 2213.46 80.13878 1.0582134 1.205804 0.560582 0.977459 0.972205 0.144 142.7903 1.781787996 2.35629 0.256532122000 1564.4 80.13878 1.2278312 1.428516 0.463254 0.979341 0.961754 0.144 165.6777 2.06738534 2.9545 0.197427122000 2103.72 80.13878 1.2278312 1.428516 0.463254 1.006694 0.983044 0.144 165.6777 2.06738534 2.9545 0.197427122000 2095.74 80.13878 1.505112 1.85455 0.340361 1.083693 1.012599 0.144 203.0927 2.534262473 4.10807 0.136216122000 372.27 80.13878 2.1473928 3.136705 0.184396 0.989868 0.936918 0.144 289.759 3.615715737 7.61737 0.069823
322.7273 N/mm2 E= 210000 N/mm2 i= 242.4629 mm
Cmy=Cmx= 0.9 α= 0.34 curba b
122000 17595 80.13878 0.3418978 0.58257 0.948531 0.960167 1.239215 0.144 46.13407 0.575677268 0.72957 0.84908122000 14104.49 80.13878 0.6773197 0.810525 0.796362 1.093243 1.22388 0.144 91.39432 1.140450643 1.31019 0.51147122000 11156.29 80.13878 0.6773197 0.810525 0.796362 1.05285 1.156181 0.144 91.39432 1.140450643 1.31019 0.51147122000 8508.54 80.13878 0.751551 0.876178 0.75382 1.042305 1.106407 0.144 101.4107 1.26543912 1.48179 0.443902122000 6161.14 80.13878 0.751551 0.876178 0.75382 1.003045 1.049462 0.144 101.4107 1.26543912 1.48179 0.443902122000 3965.96 80.13878 0.8501929 0.971947 0.69302 0.985053 1.00465 0.144 114.721 1.431529266 1.734 0.368663122000 2213.46 80.13878 0.8501929 0.971947 0.69302 0.94747 0.958407 0.144 114.721 1.431529266 1.734 0.368663122000 1564.4 80.13878 0.9556656 1.085112 0.625357 0.943211 0.945746 0.144 128.953 1.609121137 2.03419 0.305005122000 2103.72 80.13878 0.9556656 1.085112 0.625357 0.958108 0.961517 0.144 128.953 1.609121137 2.03419 0.305005
[mm2]
Ned
[kN]
[/]
[/]
[/]
[/]
kyy
[/]
kyy.max
[/]
[m]
[/]
λ.barat.y.LT [/]
[/]
[/]
[mm2]
Ned
[kN]
[/]
[/]
[/]
[/]
kxx
[/]
kxx.max
[/]
[m]
[/]
λ.barat.x.LT [/]
[/]
[/]
122000 2095.74 80.13878 1.1055055 1.265007 0.531941 0.981548 0.972046 0.144 149.1717 1.861417058 2.51488 0.237758122000 372.27 80.13878 1.5889798 1.998555 0.311456 0.937949 0.921857 0.144 214.4094 2.675476528 4.49992 0.123182Determinarea coeficientilor necesari pt verificarea de stabilitate a stalpului 1D pe OY
122000 4317.2 80.13878 0.3716052 0.598218 0.93719 0.91807 0.984239 0.144 50.14265 0.625697763 0.76812 0.823955122000 4033.92 80.13878 1.0323647 1.17439 0.576626 1.033105 1.027929 0.144 139.3024 1.738264793 2.27229 0.267684122000 3738.48 80.13878 1.0323647 1.17439 0.576626 1.023356 1.01856 0.144 139.3024 1.738264793 2.27229 0.267684122000 3434.59 80.13878 1.1157123 1.278078 0.525897 1.036704 1.019429 0.144 150.5489 1.878602947 2.54994 0.233963122000 3125.61 80.13878 1.1157123 1.278078 0.525897 1.024406 1.008685 0.144 150.5489 1.878602947 2.54994 0.233963122000 2834.2 80.13878 1.2207071 1.418583 0.467016 1.041595 1.010978 0.144 164.7164 2.055390078 2.92773 0.199494122000 2543.9 80.13878 1.2207071 1.418583 0.467016 1.027091 0.99961 0.144 164.7164 2.055390078 2.92773 0.199494122000 2257.53 80.13878 1.2207071 1.418583 0.467016 1.012785 0.988397 0.144 164.7164 2.055390078 2.92773 0.199494122000 1975.98 80.13878 1.2207071 1.418583 0.467016 0.998719 0.977373 0.144 164.7164 2.055390078 2.92773 0.199494122000 1711.27 80.13878 1.2207071 1.418583 0.467016 0.985494 0.967008 0.144 164.7164 2.055390078 2.92773 0.199494122000 248.65 80.13878 1.749521 2.29383 0.264736 0.933268 0.917176 0.144 236.0721 2.945790976 5.30563 0.102898
322.7273 N/mm2 E= 210000 N/mm2 i= 242.4629 mm
Cmy=Cmx= 0.9 α= 0.34 curba b
122000 4317.2 80.13878 0.3841564 0.605095 0.932312 0.919493 0.984679 0.144 51.83625 0.64683112 0.78516 0.812864122000 4033.92 80.13878 1.3970488 1.679371 0.382947 1.188235 1.092631 0.144 188.5112 2.35230891 3.63257 0.156234122000 3738.48 80.13878 1.3970488 1.679371 0.382947 1.167125 1.078523 0.144 188.5112 2.35230891 3.63257 0.156234122000 3434.59 80.13878 1.5108951 1.864254 0.338257 1.204259 1.08568 0.144 203.873 2.543999987 4.13445 0.135253122000 3125.61 80.13878 1.5108951 1.864254 0.338257 1.176888 1.068976 0.144 203.873 2.543999987 4.13445 0.135253122000 2834.2 80.13878 1.6561125 2.118893 0.290644 1.224572 1.078322 0.144 223.468 2.788512652 4.82795 0.114036122000 2543.9 80.13878 1.6561125 2.118893 0.290644 1.191327 1.060057 0.144 223.468 2.788512652 4.82795 0.114036122000 2257.53 80.13878 1.6561125 2.118893 0.290644 1.158532 1.04204 0.144 223.468 2.788512652 4.82795 0.114036
[mm2]
Ned
[kN]
[/]
[/]
[/]
[/]
kyy
[/]
kyy.max
[/]
[m]
[/]
λ.barat.y.LT [/]
[/]
[/]
[mm2]
Ned
[kN]
[/]
[/]
[/]
[/]
kxx
[/]
kxx.max
[/]
[m]
[/]
λ.barat.x.LT [/]
[/]
[/]
122000 1975.98 80.13878 1.6561125 2.118893 0.290644 1.126289 1.024325 0.144 223.468 2.788512652 4.82795 0.114036122000 1711.27 80.13878 1.6561125 2.118893 0.290644 1.095974 1.00767 0.144 223.468 2.788512652 4.82795 0.114036122000 248.65 80.13878 2.3592349 3.650065 0.155395 0.978976 0.929261 0.144 318.344 3.972409011 9.03133 0.058336Determinarea coeficientilor necesari pt verificarea de stabilitate a stalpului 3C pe OY
122000 4669.64 80.13878 0.3716052 0.598218 0.93719 0.919545 0.991116 0.144 50.14265 0.625697763 0.76812 0.823955122000 4255.1 80.13878 1.0323647 1.17439 0.576626 1.040403 1.034944 0.144 139.3024 1.738264793 2.27229 0.267684122000 3840.62 80.13878 1.0323647 1.17439 0.576626 1.026727 1.021799 0.144 139.3024 1.738264793 2.27229 0.267684122000 3425.73 80.13878 1.1157123 1.278078 0.525897 1.036351 1.019121 0.144 150.5489 1.878602947 2.54994 0.233963122000 3010.42 80.13878 1.1157123 1.278078 0.525897 1.019821 1.00468 0.144 150.5489 1.878602947 2.54994 0.233963122000 2597.97 80.13878 1.2207071 1.418583 0.467016 1.029793 1.001728 0.144 164.7164 2.055390078 2.92773 0.199494122000 2185.23 80.13878 1.2207071 1.418583 0.467016 1.009173 0.985566 0.144 164.7164 2.055390078 2.92773 0.199494122000 1772.06 80.13878 1.2207071 1.418583 0.467016 0.988531 0.969388 0.144 164.7164 2.055390078 2.92773 0.199494122000 1358.23 80.13878 1.2207071 1.418583 0.467016 0.967856 0.953184 0.144 164.7164 2.055390078 2.92773 0.199494122000 947.87 80.13878 1.2207071 1.418583 0.467016 0.947355 0.937115 0.144 164.7164 2.055390078 2.92773 0.199494122000 535.22 80.13878 1.749521 2.29383 0.264736 0.971608 0.936971 0.144 236.0721 2.945790976 5.30563 0.102898
322.7273 N/mm2 E= 210000 N/mm2 i= 242.4629 mm
Cmy=Cmx= 0.9 α= 0.34 curba b
122000 4669.64 80.13878 0.3697937 0.597239 0.93789 0.919324 0.991048 0.144 49.89822 0.622647613 0.7657 0.825532122000 4255.1 80.13878 0.9980058 1.133669 0.598289 1.029733 1.030058 0.144 134.6662 1.680412311 2.16356 0.283578122000 3840.62 80.13878 0.9980058 1.133669 0.598289 1.017096 1.017389 0.144 134.6662 1.680412311 2.16356 0.283578122000 3425.73 80.13878 1.0784584 1.230874 0.5482 1.025482 1.014275 0.144 145.5221 1.815875934 2.4234 0.248248122000 3010.42 80.13878 1.0784584 1.230874 0.5482 1.01027 1.000421 0.144 145.5221 1.815875934 2.4234 0.248248122000 2597.97 80.13878 1.1796174 1.362284 0.48931 1.018892 0.997093 0.144 159.172 1.986204505 2.77616 0.212055122000 2185.23 80.13878 1.1796174 1.362284 0.48931 1 0.981668 0.144 159.172 1.986204505 2.77616 0.212055
[mm2]
Ned
[kN]
[/]
[/]
[/]
[/]
kyy
[/]
kyy.max
[/]
[m]
[/]
λ.barat.y.LT [/]
[/]
[/]
[mm2]
Ned
[kN]
[/]
[/]
[/]
[/]
kxx
[/]
kxx.max
[/]
[m]
[/]
λ.barat.x.LT [/]
[/]
[/]
122000 1772.06 80.13878 1.1796174 1.362284 0.48931 0.981096 0.966226 0.144 159.172 1.986204505 2.77616 0.212055122000 1358.23 80.13878 1.1796174 1.362284 0.48931 0.962157 0.950761 0.144 159.172 1.986204505 2.77616 0.212055122000 947.87 80.13878 1.1796174 1.362284 0.48931 0.943378 0.935424 0.144 159.172 1.986204505 2.77616 0.212055122000 535.22 80.13878 1.6922076 2.185459 0.280234 0.965146 0.934926 0.144 228.3385 2.849288403 5.0096 0.109529
Determinarea coeficientilor necesari pt verificarea de stabilitate pe OX Verificarile stalpului 2D pe directie longitudinala OY
Etaj61000 3342.31 80.13878 0.249812 0.539671 0.982278 0.907749 1.024446 25.5089 20.01961 0.784809 0.90738 0.7337861000 3189.42 80.13878 0.548925 0.709976 0.861882 0.95903 1.035341 25.5089 43.99014 1.724501 2.246117 0.271351 P 1836361000 2725.08 80.13878 0.548925 0.709976 0.861882 0.950436 1.015637 25.5089 43.99014 1.724501 2.246117 0.271351 E1 1465961000 1992.68 80.13878 0.591175 0.741244 0.841463 0.94235 0.98661 25.5089 47.37607 1.857236 2.506394 0.238695 E2 1136961000 1960.81 80.13878 0.591175 0.741244 0.841463 0.941672 0.985225 25.5089 47.37607 1.857236 2.506394 0.238695 E3 8333.961000 1212.85 80.13878 0.643019 0.78205 0.814885 0.930145 0.954435 25.5089 51.53077 2.020109 2.849839 0.205761 E4 571761000 585.88 80.13878 0.643019 0.78205 0.814885 0.914562 0.926295 25.5089 51.53077 2.020109 2.849839 0.205761 E5 3242.961000 43.68 80.13878 0.71216 0.840653 0.776798 0.901317 0.902057 25.5089 57.07165 2.237323 3.349151 0.171192 E6 2112.661000 80.13878 0.71216 0.840653 0.776798 0.9 0.9 25.5089 57.07165 2.237323 3.349151 0.171192 E7 323961000 80.13878 0.806001 0.927839 0.720744 0.9 0.9 25.5089 64.59191 2.532132 4.102308 0.136428 E8 406461000 80.13878 1.157394 1.332537 0.501778 0.9 0.9 25.5089 92.75212 3.636068 7.694627 0.06908 E9 4264
E10 423.28322.7273 N/mm2 E= 210000 N/mm2 i= 342.8943 mm
Nrd=0.9 α= 0.34 curba b
61000 3342.31 80.13878 0.27164 0.549073 0.974427 0.911234 1.025448 25.5089 21.76887 0.853383 0.975206 0.69099661000 3189.42 80.13878 0.987863 1.121873 0.604744 1.089963 1.092889 25.5089 79.16611 3.103469 5.809351 0.09328161000 2725.08 80.13878 0.987863 1.121873 0.604744 1.062306 1.064807 25.5089 79.16611 3.103469 5.809351 0.09328161000 1992.68 80.13878 1.068364 1.218323 0.554352 1.042702 1.031468 25.5089 85.6174 3.356373 6.669203 0.08043661000 1960.81 80.13878 1.068364 1.218323 0.554352 1.04042 1.029365 25.5089 85.6174 3.356373 6.669203 0.08043661000 1212.85 80.13878 1.171048 1.350755 0.494084 1.008974 0.989779 25.5089 93.84638 3.678966 7.858818 0.06755261000 585.88 80.13878 1.171048 1.350755 0.494084 0.952641 0.943369 25.5089 93.84638 3.678966 7.858818 0.06755261000 43.68 80.13878 1.171048 1.350755 0.494084 0.903925 0.903233 25.5089 93.84638 3.678966 7.858818 0.06755261000 80.13878 1.171048 1.350755 0.494084 0.9 0.9 25.5089 93.84638 3.678966 7.858818 0.06755261000 80.13878 1.171048 1.350755 0.494084 0.9 0.9 25.5089 93.84638 3.678966 7.858818 0.067552
A [mm2]
Ned
[kN]
λ1 [/]
λ.barat.y
[/]
φ [/]
χy
[/]
kyy
[/]
kyy.max
[/]
λE [/]
λLT [/]
λ.barat.y.LT
[/]
φLT [/]
χy.LT
[/] [kN]
A [mm2]
Ned
[kN]
λ1 [/]
λ.barat.x
[/]
φ [/]
χx
[/]
kxx
[/]
kxx.max
[/]
λE [/]
λLT [/]
λ.barat.x.LT
[/]
φLT [/]
χx.LT
[/]
61000 80.13878 1.668231 2.141097 0.287091 0.9 0.9 25.5089 133.69 5.240914 15.09055 0.034198
Verificarile stalpului 1D pe directie longitudinala OY
Etaj
P 17595E1 14104E2 11156E3 8508.5E4 6161.1E5 3966E6 2213.5E7 1564.4E8 2103.7E9 2095.7E10 372.27
Nrd=
[kN]
Verificarile stalpului 1D pe directie longitudinala OY
Etaj
P 4317.2E1 4033.9E2 3738.5E3 3434.6E4 3125.6E5 2834.2E6 2543.9E7 2257.5E8 1976E9 1711.3E10 248.65
Nrd=
[kN]
Verificarile stalpului 1D pe directie longitudinala OY
Etaj
P 4669.6E1 4255.1E2 3840.6E3 3425.7E4 3010.4E5 2598E6 2185.2E7 1772.1E8 1358.2E9 947.87E10 535.22
Nrd=
[kN]
Verificarile stalpului 2D pe directie longitudinala OY
Ver. de stabilitate 1 Ver. de stabilitate 2 Ver. de rezistenta
Valoarea ?<1 Valoarea ?<1 Valoarea ?<1
1459 856.9 0.8376 Da 0.9073 Da 0.8807 Da542.65 120.35 1.1659 Nu 1.973 Nu 0.5033 Da485.69 195.18 0.9495 Da 1.5706 Nu 0.4184 Da679.73 222.82 0.8573 Da 1.8259 Nu 0.3747 Da393.56 349.44 0.658 Da 1.0802 Nu 0.2779 Da845.06 163.69 0.474 Da 1.6928 Nu 0.2566 Da376.32 177.46 0.3195 Da 0.7856 Da 0.1497 Da309.68 128.61 0.4098 Da 0.8157 Da 0.1604 Da375.16 228.56 0.5588 Da 1.0378 Nu 0.2103 Da529.03 578.03 0.9092 Da 1.3666 Nu 0.3004 Da459.87 593.47 0.9114 Da 1.3899 Nu 0.1888 Da
37436 kN Mrd= 5935 kN*m
[kN*m]
[kN*m]
Verificarile stalpului 1D pe directie longitudinala OY
Ver. de stabilitate 1 Ver. de stabilitate 2 Ver. de rezistenta
Valoarea ?<1 Valoarea ?<1 Valoarea ?<1
1341 783.36 0.7842 Da 0.8322 Da 0.8279 Da349.8 283.11 0.7872 Da 0.733 Da 0.4834 Da329.57 224.8 0.6196 Da 0.5929 Da 0.3914 Da426.64 263.9 0.5864 Da 0.5691 Da 0.3436 Da764.12 173.46 0.4514 Da 0.5775 Da 0.3226 Da488.71 201.49 0.3739 Da 0.43 Da 0.2222 Da270.17 210.23 0.2656 Da 0.2431 Da 0.1401 Da346.47 221.66 0.3052 Da 0.2923 Da 0.1375 Da146.15 87.84 0.2092 Da 0.2074 Da 0.0956 Da343.61 369.88 0.6615 Da 0.439 Da 0.1762 Da553.31 580.15 1.4172 Nu 0.8066 Da 0.2009 Da
37436 kN Mrd= 5935 kN*m
[kN*m]
[kN*m]
Verificarile stalpului 1D pe directie longitudinala OY
Ver. de stabilitate 1 Ver. de stabilitate 2 Ver. de rezistenta
Valoarea ?<1 Valoarea ?<1 Valoarea ?<1
1400.3 978.03 0.4375 Da 0.4814 Da 0.516 Da600.6 648.97 0.7676 Da 1.0565 Nu 0.3183 Da503.38 718.27 0.7762 Da 0.9202 Da 0.3057 Da622.36 784.43 0.9154 Da 1.1938 Nu 0.3288 Da273.13 890.57 0.9233 Da 0.7014 Da 0.2796 Da763.19 669.71 0.9155 Da 1.5449 Nu 0.3171 Da445.86 636.7 0.8191 Da 0.9965 Da 0.2504 Da351.54 594.46 0.7408 Da 0.8081 Da 0.2197 Da400.12 623.2 0.7375 Da 0.8488 Da 0.2252 Da487.09 978.12 1.0058 Nu 0.9781 Da 0.2926 Da353.59 682.78 1.1014 Nu 1.0551 Nu 0.1813 Da
37436 kN Mrd= 5935 kN*m
[kN*m]
[kN*m]
Verificarile stalpului 1D pe directie longitudinala OY
Ver. de stabilitate 1 Ver. de stabilitate 2 Ver. de rezistenta
Valoarea ?<1 Valoarea ?<1 Valoarea ?<1
1512.4 946.8 0.4517 Da 0.2212 Da 0.5391 Da961.47 554.65 0.6585 Da 0.2552 Da 0.3691 Da854.05 606.18 0.6556 Da 0.2406 Da 0.3486 Da800.84 651.02 0.7339 Da 0.2411 Da 0.3361 Da139.41 752.78 0.7117 Da 0.2294 Da 0.2307 Da942.94 551.46 0.7102 Da 0.2045 Da 0.3212 Da721.62 514.81 0.6251 Da 0.1763 Da 0.2667 Da599.49 472.73 0.547 Da 0.1477 Da 0.228 Da581.64 523.64 0.5552 Da 0.1282 Da 0.2225 Da558.01 809.25 0.7475 Da 0.1309 Da 0.2557 Da278.37 590.57 0.9864 Da 0.11 Da 0.1607 Da
37436 kN Mrd= 5935 kN*m
[kN*m]
[kN*m]
Story Item Load Point X Y Z DriftXSTORY11 Max Drift XSPECX 243 19.125 24 42.9 0.001643STORY11 Max Drift YSPECX 226 17.95 0 42.9STORY11 Max Drift XSPECY 40 0 43.55 42.9 0.000322STORY11 Max Drift YSPECY 223 21 48 42.9STORY10 Max Drift XSPECX 211 13.5 0 39 0.003439STORY10 Max Drift YSPECX 29 3.05 0 39STORY10 Max Drift XSPECY 40 0 43.55 39 0.000137STORY10 Max Drift YSPECY 216 21 16 39STORY9 Max Drift XSPECX 48 3.75 48 35.1 0.004396STORY9 Max Drift YSPECX 223 21 48 35.1STORY9 Max Drift XSPECY 38 0 44.45 35.1 0.000016STORY9 Max Drift YSPECY 230 21 43.55 35.1STORY8 Max Drift XSPECX 51 1.875 24 31.2 0.004567STORY8 Max Drift YSPECX 28 0 48 31.2STORY8 Max Drift XSPECY 1 0 0 31.2 0.000031STORY8 Max Drift YSPECY 225 16.55 0 31.2STORY7 Max Drift XSPECX 51 1.875 24 27.3 0.004889STORY7 Max Drift YSPECX 28 0 48 27.3STORY7 Max Drift XSPECY 1 0 0 27.3 0.00001STORY7 Max Drift YSPECY 265 21 4 27.3STORY6 Max Drift XSPECX 217 13.5 24 23.4 0.00517STORY6 Max Drift YSPECX 263 21 2 23.4STORY6 Max Drift XSPECY 1 0 0 23.4 0.000011STORY6 Max Drift YSPECY 218 21 24 23.4STORY5 Max Drift XSPECX 48 3.75 48 19.5 0.00508STORY5 Max Drift YSPECX 223 21 48 19.5STORY5 Max Drift XSPECY 212 21 0 19.5 0.000012STORY5 Max Drift YSPECY 232 21 44.45 19.5STORY4 Max Drift XSPECX 51 1.875 24 15.6 0.004622STORY4 Max Drift YSPECX 229 21 3.55 15.6STORY4 Max Drift XSPECY 1 0 0 15.6 0.000019STORY4 Max Drift YSPECY 225 16.55 0 15.6STORY3 Max Drift XSPECX 51 1.875 24 11.7 0.004397STORY3 Max Drift YSPECX 265 21 4 11.7STORY3 Max Drift XSPECY 248 17.25 48 11.7 0.000013
STORY3 Max Drift YSPECY 225 16.55 0 11.7STORY2 Max Drift XSPECX 218 21 24 7.8 0.004068STORY2 Max Drift YSPECX 265 21 4 7.8STORY2 Max Drift XSPECY 1 0 0 7.8 0.00003STORY2 Max Drift YSPECY 218 21 24 7.8STORY1 Max Drift XSPECX 223 21 48 3.9 0.002687STORY1 Max Drift YSPECX 1 0 0 3.9STORY1 Max Drift XSPECY 28 0 48 3.9 0.000034STORY1 Max Drift YSPECY 212 21 0 3.9
DriftY
0.000449
0.000822
0.000139
0.003046
0.000084
0.00381
0.000083
0.003778
0.000059
0.003949
0.000045
0.00409
0.000024
0.003974
0.000068
0.003527
0.000072
0.003216
0.000066
0.002835
0.000112
0.001852