COLUNA-LAMIN.10CLCULO DE COLUNASASTM A-283CCLIENTE:0DATA: 0U 4"
x 7.950ASTM A-36OBRA:0U 6" x 12.200ASTM A-570CASSUNTO:0REV.: 0U 8"
x 17.110ASTM A-572 42U 10" x 22.770ASTM A-572 50U 12" x 30.81SAE
1008U 15" x 50.45254SAE 1010I 4" x 8.48118SAE 1020I 6" x
18.6012.5EB 276 CF 24kx=1.00AO:I 8" x 27.387.9EB 276 CF 26I 10" x
37.80COR-TENky=1.00I 12" x 60.710SAC-41lx(cm)=220ly=(cm)=220I 15" x
63.30120SAC-500kxlx / rx =2100Fy=2531kg/cm202kyly / ry
=910253100DIMENSIONAMENTO:48.137.85140.8HIPTESE 1 :HIPTESE 2
:HIPTESE 3 :0.0028225405N =10.00tN =0.00tN =0.00t02647.7Mx
=0.00txmMx =0.00txmMx =0.00txm02710.3My =0.00txmMy =0.00txmMy
=0.00txm0282.42Qx =0.00tQx =0.00tQ x =0.00t29Qy =0.00tQy =0.00tQ y
=0.00t300310320PERFIL ADOTADO:330H (mm) =254.00S (cm2) =48.1Wx
(cm3) =4051340B (mm) =118.00P (kg/m) =37.8Wy (cm3) =48350tf (mm)
=12.50Jx (cm4) =5141rx (cm) =10.302226.9702040086360tw (mm) =7.90Jy
(cm4) =282ry (cm) =2.42370380390*TENSES ADMISSVEIS:TENSES
ATUANTES:400127.9759736168410ld/Af =37990.9090909091420cmx
=1.00HIPTESE 1 :HIPTESE 2 :HIPTESE 3 :1002.2075766624430cmy
=1.001308.452013440fa (kg/cm2) =208fa (kg/cm2) =0fa (kg/cm2)
=0450Fa =1002kg/cm2fbx (kg/cm2) =0fbx (kg/cm2) =0fbx (kg/cm2)
=000Fbx =1519kg/cm2fby (kg/cm2) =0fby (kg/cm2) =0fby (kg/cm2)
=000Fby =1519kg/cm2fvx (kg/cm2) =0fvx (kg/cm2) =0fvx (kg/cm2)
=000Fex =23703kg/cm2fvy (kg/cm2) =0fvy (kg/cm2) =0fvy (kg/cm2)
=000Fey =1308kg/cm2fa / Fa =0.21fa / Fa =0.00fa / Fa =0.000Fv
=1012kg/cm2Soma dos Efeitos =0.21Soma dos Efeitos =0.00Soma dos
Efeitos =0.00000000DIMENSIONAMENTO CONFORME: MANUAL OF STEEL
CONSTRUCTION - AISC - 9a.
Edio000000000047.59137.3589355091.8577133333342.2983333333400.933678215258.016666666710.34369519492.6818839243
COLUNA-VS1CLCULO DE COLUNASASTM A-283CCLIENTE:0DATA: 0VS 250 x
301250ASTM A-36OBRA:0VS 250 x 342125ASTM A-570CASSUNTO:0REV.: 0VS
250 x 3639.53ASTM A-572 42VS 250 x 4146.35ASTM A-572 50VS 300 x
365SAE 1008VS 300 x 4460SAE 1010VS 350 x 3970SAE 1020VS 350 x
4280EB 276 CF 24kx=1.00AO:VS 350 x 4690EB 276 CF 26VS 350 x
5110COR-TENky=1.00VS 400 x 4911SAC-41lx(cm)=1ly=(cm)=1VS 400 x
5812SAC-50VS 400 x 6813kxlx / rx =0VS 450 x 5114VS 450 x
6015Fy=2531kg/cm2VS 450 x 71162kyly / ry =0VS 500 x 61172531VS 500
x 73180VS 500 x 8619VS 550 x 6420DIMENSIONAMENTO:VS 550 x 7521VS
550 x 8822VS 600 x 9523HIPTESE 1 :HIPTESE 2 :HIPTESE 3 :0.00VS 600
x 11124VS 600 x 12525N =1.00tN =1.00tN =1.00t0VS 650 x 9826Mx
=1.00txmMx =1.00txmMx =1.00txm0VS 650 x 11427My =1.00txmMy
=1.00txmMy =1.00txm0VS 650 x 12828Qx =1.00tQx =1.00tQ x =1.00tVS
700 x 10529Qy =1.00tQy =1.00tQ y =1.00tVS 700 x 122300VS 700 x
137310VS 750 x 108320PERFIL ADOTADO:VS 750 x 125330H (mm) =250S
(cm2) =38.5Wx (cm3) =3281VS 750 x 140340B (mm) =125P (kg/m) =30.2Wy
(cm3) =50VS 800 x 111350tf (mm) =9.53Jx (cm4) =4096rx (cm)
=10.32402014.473VS 800 x 129360tw (mm) =6.35Jy (cm4) =310ry (cm)
=2.84VS 800 x 143370VS 850 x 120380VS 850 x 139390TENSES
ADMISSVEIS:TENSES ATUANTES:VS 850 x 155400127.9759736168VS 900 x
124410ld/Af =20.3522381261VS 900 x 142420cmx =1.00HIPTESE 1
:HIPTESE 2 :HIPTESE 3 :1517.6543899035VS 900 x 159430cmy
=1.0087156484.6884565VS 950 x 127440fa (kg/cm2) =26fa (kg/cm2)
=26fa (kg/cm2) =26VS 950 x 146450Fa =1518kg/cm2fbx (kg/cm2) =305fbx
(kg/cm2) =305fbx (kg/cm2) =3050.2009579588VS 950 x 162460Fbx
=1519kg/cm2fby (kg/cm2) =2015fby (kg/cm2) =2015fby (kg/cm2)
=20151.3266765783VS 1000 x 140470Fby =1519kg/cm2fvx (kg/cm2) =63fvx
(kg/cm2) =63fvx (kg/cm2) =1260.2009579543VS 1000 x 161480Fex
=1150772387kg/cm2fvy (kg/cm2) =42fvy (kg/cm2) =42fvy (kg/cm2)
=420.0414803938VS 1000 x 180490Fey =87156485kg/cm2fa / Fa =0.02fa /
Fa =0.02fa / Fa =0.02VS 1100 x 159500Fv =1012kg/cm2Soma dos Efeitos
=0.26Soma dos Efeitos =1.54Soma dos Efeitos =1.540.2009579588VS
1100 x 1805101.3266765783VS 1100 x 1995200.2009579543VS 1200 x
200530DIMENSIONAMENTO CONFORME: MANUAL OF STEEL CONSTRUCTION - AISC
- 9a. Edio1.3266761828VS 1200 x 221540VS 1200 x
2445515000.2009579588VS 1300 x 237565001.3266765783VS 1300 x
2585719.050.2009579543VS 1400 x 2605812.71.3266761828VS 1400 x
28359VS 1500 x 27060VS 1500 x
29338.4896930.214406654096.0138495863310.2213541667327.681107966949.635416666710.31593273322.8389885307
COLUNA-CVS1CLCULO DE COLUNASASTM A-283CCLIENTE:DATA:CVS 250 x
411250ASTM A-36OBRA:FOLHA:CVS 250 x 512200ASTM A-570CASSUNTO:REV.:
0CVS 250 x 6139.53ASTM A-572 42CVS 300 x 4746.35ASTM A-572 50CVS
300 x 575SAE 1008CVS 300 x 6760SAE 1010CVS 300 x 7070SAE 1020CVS
300 x 7980EB 276 CF 24kx=1.00AO:CVS 300 x 5590EB 276 CF 26CVS 300 x
6610COR-TENky=1.00CVS 300 x 8011SAC-41lx(cm)=200ly=(cm)=200CVS 300
x 8312SAC-50CVS 300 x 9413kxlx / rx =19CVS 350 x 7314CVS 350 x
8715Fy=2531kg/cm2CVS 350 x 98162kyly / ry =41CVS 350 x 105172531CVS
350 x 118180CVS 350 x 12819CVS 400 x 8720DIMENSIONAMENTO:CVS 400 x
10321CVS 400 x 11622CVS 400 x 12523HIPTESE 1 :HIPTESE 2 :HIPTESE 3
:0.00CVS 400 x 14024CVS 400 x 15225N =25.00tN =0.00tN =0.00t0CVS
450 x 11626Mx =0.00txmMx =0.00txmMx =0.00txm0CVS 450 x 13027My
=0.00txmMy =0.00txmMy =0.00txm0CVS 450 x 14128Qx =0.00tQx =0.00tQ x
=0.00tCVS 450 x 15629Qy =0.00tQy =0.00tQ y =0.00tCVS 450 x
168300CVS 450 x 177310CVS 500 x 134320PERFIL ADOTADO:CVS 500 x
150330H (mm) =250S (cm2) =52.8Wx (cm3) =4931CVS 500 x 162340B (mm)
=200P (kg/m) =41.4Wy (cm3) =127CVS 500 x 180350tf (mm) =9.53Jx
(cm4) =6163rx (cm) =10.813216.115784CVS 500 x 194360tw (mm) =6.35Jy
(cm4) =1271ry (cm) =4.91CVS 500 x 204370CVS 500 x 217380CVS 550 x
184390TENSES ADMISSVEIS:TENSES ATUANTES:CVS 550 x
204400127.9759736168CVS 550 x 220410ld/Af =26240.7631901415CVS 550
x 232420cmx =1.00HIPTESE 1 :HIPTESE 2 :HIPTESE 3 :1348.209053056CVS
550 x 245430cmy =1.006507.8285067128CVS 550 x 270440fa (kg/cm2)
=474fa (kg/cm2) =0fa (kg/cm2) =0CVS 550 x 283450Fa =1348kg/cm2fbx
(kg/cm2) =0fbx (kg/cm2) =0fbx (kg/cm2) =00CVS 600 x 190460Fbx
=1519kg/cm2fby (kg/cm2) =0fby (kg/cm2) =0fby (kg/cm2) =00CVS 600 x
210470Fby =1519kg/cm2fvx (kg/cm2) =0fvx (kg/cm2) =0fvx (kg/cm2)
=00CVS 600 x 226480Fex =31562kg/cm2fvy (kg/cm2) =0fvy (kg/cm2)
=0fvy (kg/cm2) =00CVS 600 x 239490Fey =6508kg/cm2fa / Fa =0.35fa /
Fa =0.00fa / Fa =0.00CVS 600 x 278500Fv =1012kg/cm2Soma dos Efeitos
=0.35Soma dos Efeitos =0.00Soma dos Efeitos =0.000CVS 600 x
2925100CVS 600 x 3285200CVS 600 x 339530DIMENSIONAMENTO CONFORME:
MANUAL OF STEEL CONSTRUCTION - AISC - 9a. Edio0CVS 650 x 211540CVS
650 x 234556500CVS 650 x 252564500CVS 650 x 2665738.10CVS 650 x
2825819.050CVS 650 x 31059CVS 650 x 32660CVS 650 x
3516152.7846941.435981656162.56412400011270.6666666667493.00512992127.066666666710.80504893254.9063873388
COLUNA-CS5CLCULO DE COLUNASASTM A-283CCLIENTE:0DATA:0CS 150 x
291250ASTM A-36OBRA:0CS 150 x 362250ASTM A-570CASSUNTO:0REV.: 0CS
200 x 3939.53ASTM A-572 42CS 200 x 4947.94ASTM A-572 50CS 250 x
525SAE 1008CS 250 x 6360SAE 1010CS 250 x 6670SAE 1020CS 250 x
7680EB 276 CF 24kx=1.00AO:CS 300 x 6290EB 276 CF 26CS 300 x
7610COR-TENky=1.00CS 300 x 9511SAC-41lx(cm)=200ly=(cm)=200CS 300 x
10212SAC-50CS 300 x 10913kxlx / rx =19CS 350 x 9314CS 350 x
11215Fy=2531kg/cm2CS 350 x 119162kyly / ry =33CS 350 x 128172531CS
350 x 135180CS 350 x 14419CS 400 x 10620DIMENSIONAMENTO:CS 400 x
12821CS 400 x 13722CS 400 x 14623HIPTESE 1 :HIPTESE 2 :HIPTESE 3
:0.00CS 400 x 15524CS 400 x 16525N =25.00tN =1.00tN =1.00t0CS 450 x
15426Mx =1.00txmMx =1.00txmMx =1.00txm0CS 450 x 17527My =1.00txmMy
=1.00txmMy =1.00txm0CS 450 x 18628Qx =1.00tQx =1.00tQ x =1.00tCS
450 x 19829Qy =1.00tQy =1.00tQ y =1.00tCS 450 x 209300CS 450 x
227310CS 500 x 172320PERFIL ADOTADO:CS 500 x 194330H (mm) =250S
(cm2) =66.0Wx (cm3) =6161CS 500 x 207340B (mm) =250P (kg/m) =51.8Wy
(cm3) =199CS 500 x 221350tf (mm) =9.53Jx (cm4) =7703rx (cm)
=10.804020.14473CS 500 x 233360tw (mm) =7.94Jy (cm4) =2482ry (cm)
=6.13CS 500 x 253370CS 500 x 263380CS 550 x 228390TENSES
ADMISSVEIS:TENSES ATUANTES:CS 550 x 257400127.9759736168CS 550 x
279410ld/Af =21032.6119788368CS 550 x 290420cmx =1.00HIPTESE 1
:HIPTESE 2 :HIPTESE 3 :1391.2500132038CS 550 x 345430cmy
=1.0010167.592350513CS 550 x 358440fa (kg/cm2) =379fa (kg/cm2)
=15fa (kg/cm2) =15CS 550 x 368450Fa =1391kg/cm2fbx (kg/cm2) =162fbx
(kg/cm2) =162fbx (kg/cm2) =1620.1081497925CS 600 x 250460Fbx
=1519kg/cm2fby (kg/cm2) =504fby (kg/cm2) =504fby (kg/cm2)
=5040.3445060212CS 600 x 281470Fby =1519kg/cm2fvx (kg/cm2) =50fvx
(kg/cm2) =50fvx (kg/cm2) =500.1068515156CS 600 x 305480Fex
=31560kg/cm2fvy (kg/cm2) =21fvy (kg/cm2) =21fvy (kg/cm2)
=210.0331738666CS 600 x 318490Fey =10168kg/cm2fa / Fa =0.27fa / Fa
=0.01fa / Fa =0.01CS 600 x 377500Fv =1012kg/cm2Soma dos Efeitos
=0.72Soma dos Efeitos =0.45Soma dos Efeitos =0.450.1069028479CS 600
x 3915100.3321641294CS 600 x 4025200.1068515156CS 600 x
432530DIMENSIONAMENTO CONFORME: MANUAL OF STEEL CONSTRUCTION - AISC
- 9a. Edio0.3316690457CS 650 x 305540CS 650 x
330556500.1069028479CS 650 x 345566500.3321641294CS 650 x
3955738.10.1068515156CS 650 x 4095819.050.3316690457CS 650 x
42559CS 650 x 43760CS 650 x
4686165.98663651.799509267703.46175476082481.7708333333616.2769403809198.541666666710.80475618126.132715865
COLUNA- I COMP.56CLCULO DE COLUNASASTM A-283CCLIENTE: HMB -
HYUNDAI MOTROS DO BRASOLDATA: 08/11/97CS 150 x 2910ASTM A-36OBRA:
SIMES FILH - BACS 150 x 3620ASTM A-570CASSUNTO: ESTRUTRAS METLICAS
PARA O "EDIFCIO DO PLASTIC SHOP"REV.: 0CS 200 x 3930ASTM A-572 42CS
200 x 4940ASTM A-572 50CS 250 x 525SAE 1008CS 250 x 6360SAE 1010CS
250 x 6670SAE 1020CS 250 x 7680EB 276 CF 24kx=1.00AO:CS 300 x
6290EB 276 CF 26CS 300 x 7610COR-TENky=1.00CS 300 x
9511SAC-41lx(cm)=800ly=(cm)=800CS 300 x 10212SAC-50CS 300 x
10913kxlx / rx =27CS 350 x 9314CS 350 x 11215Fy=2531kg/cm2CS 350 x
119162kyly / ry =85CS 350 x 128172531CS 350 x 135180CS 350 x
14419CS 400 x 10620DIMENSIONAMENTO:CS 400 x 12821CS 400 x 13722CS
400 x 14623HIPTESE 1 :HIPTESE 2 :HIPTESE 3 :0.00CS 400 x 15524CS
400 x 16525N =80.00tN =0.00tN =0.00t0CS 450 x 15426Mx =7.00txmMx
=0.00txmMx =0.00txm0CS 450 x 17527My =0.00txmMy =0.00txmMy
=0.00txm0CS 450 x 18628Qx =0.00tQx =0.00tQ x =0.00tCS 450 x 19829Qy
=0.00tQy =0.00tQ y =0.00tCS 450 x 209300CS 450 x 227310CS 500 x
172320PERFIL ADOTADO:CS 500 x 194330H (mm) =700S (cm2) =190.7Wx
(cm3) =49241CS 500 x 207340B (mm) =400P (kg/m) =149.7Wy (cm3)
=847CS 500 x 221350I 700x400x5/8"x3/8"tf (mm) =15.88Jx (cm4)
=172341rx (cm) =30.06956.97644CS 500 x 233360tw (mm) =9.53Jy (cm4)
=16939ry (cm) =9.42CS 500 x 253370CS 500 x 263380CS 550 x
228390TENSES ADMISSVEIS:TENSES ATUANTES:CS 550 x
257400127.9759736168CS 550 x 279410ld/Af =88284.8891569475CS 550 x
290420cmx =1.00HIPTESE 1 :HIPTESE 2 :HIPTESE 3 :1050.6973334541CS
550 x 345430cmy =1.001500.6105253899CS 550 x 358440fa (kg/cm2)
=419fa (kg/cm2) =0fa (kg/cm2) =0CS 550 x 368450Fa =1051kg/cm2fbx
(kg/cm2) =142fbx (kg/cm2) =0fbx (kg/cm2) =00.1527476291CS 600 x
250460Fbx =957kg/cm2fby (kg/cm2) =0fby (kg/cm2) =0fby (kg/cm2)
=00CS 600 x 281470Fby =1519kg/cm2fvx (kg/cm2) =0fvx (kg/cm2) =0fvx
(kg/cm2) =00.1485511676CS 600 x 305480Fex =15268kg/cm2fvy (kg/cm2)
=0fvy (kg/cm2) =0fvy (kg/cm2) =00CS 600 x 318490Fey =1501kg/cm2fa /
Fa =0.40fa / Fa =0.00fa / Fa =0.00CS 600 x 377500Fv =1012kg/cm2Soma
dos Efeitos =0.55Soma dos Efeitos =0.00Soma dos Efeitos =0.000CS
600 x 3915100CS 600 x 4025200CS 600 x 432530DIMENSIONAMENTO
CONFORME: MANUAL OF STEEL CONSTRUCTION - AISC - 9a. Edio0CS 650 x
305540CS 650 x 330556500CS 650 x 345566500CS 650 x 3955725.40CS 650
x 4095819.050CS 650 x 42559CS 650 x 43760CS 650 x
46861190.723272149.71776852172341.06358728916938.66666666674924.0303882082846.933333333330.06024667049.4240540107
