CALCULO DE LONGARINAS DE FECHAMENTO

Sheet: U SIMPLESSheet: U ENRIJEC.Sheet: Plan8Sheet: Plan9Sheet: Plan10Sheet: Plan11Sheet: Plan12Sheet: Plan13Sheet: Plan14Sheet: Plan15Sheet: Plan161.0U 74 x 40 x 2.281272.7272727272727CLCULO DE LONGARINAS EM U DOBRADO NO ENRIJECIDO 0.0U 75 x 40 x 2.6612.619883040935672U 75 x 40 x 3.0439.859649122807014U 75 x 40 x 3.4229.852584238458917CLIENTE: DATA:ASTM A-283CU 75 x 40 x 3.801209.4646464646462OBRA: FOLHA:ASTM A-36U 75 x 40 x 4.1837.326306869774974ASSUNTO: REV.: 0ASTM A-570CU 75 x 40 x 4.768.019762156716359ASTM A-572 42U 100 x 50 x 2.280.916433751223264ASTM A-572 50U 100 x 50 x 2.660.0DADOS GEOMTRICOS :SAE 1008U 100 x 50 x 3.04146.18440851410514SAE 1010U 100 x 50 x 3.42991.12310194796q (kg/m)VO =0.0mSAE 1020U 100 x 50 x 3.8076.7740890849314FAIXA DE INFLUNCIA =2.0mEB 276 CF 24U 100 x 50 x 4.18170.80078245861142EB 276 CF 26U 100 x 50 x 4.761209.4646464646462No. DE LINHAS DE CORR. =COR-TENU 127 x 50 x 2.880.0lx =0.0mSAC-41U 127 x 50 x 2.660.0ly =0.0mCARREGAMENTOS :SAC-50U 127 x 50 x 3.04U 127 x 50 x 3.42CARGA PERMANENTE =0.0kg/m2U 127 x 50 x 3.800.08.0U 127 x 50 x 4.180.0AO:VENTO =0.0kg/m2U 127 x 50 x 4.762100.0U 150 x 50 x 2.28Fy =2100.0kg/cm2COEFICIENTE DE PRESSO =0.0U 150 x 50 x 2.660.0U 150 x 50 x 3.040.0U 150 x 50 x 3.42ESFOROS SOLICITANTES :U 150 x 50 x 3.80U 150 x 50 x 4.18U 150 x 50 x 4.76C.P.VENTO(C.P. + VENTO) x 0.75U 200 x 50 x 2.28U 200 x 50 x 2.66U 200 x 50 x 3.04qx =0.0kg/mqx =0.0kg/mqx =0.0kg/mU 200 x 50 x 3.42qy =0.0kg/mqy =0.0kg/mqy =0.0kg/mU 200 x 50 x 3.80U 200 x 50 x 4.18U 200 x 50 x 4.76Mx =0.0kgxmMx =0.0kgxmMx =0.0kgxmMy =0.0kgxmMy =0.0kgxmMy =0.0kgxm PERFIL ADOTADO:25.0H (mm) =150.0S (cm2) =8.316071999999998Wx (cm3) =34.5133829086848Q =0.916433751223264150.0B (mm) =50.0xg (cm) =1.1288055601250206Wy (cm3) =4.661819706784403P (kg/m) =6.52811651999999950.0e (mm) =3.42Jx (cm4) =258.850371815136rx (cm) =5.579114521488943Jy (cm4) =18.046810528603388ry (cm) =1.47313011894543843.42 TENSES ADMISSVEIS:TENSES ATUANTES :klx/rx =0.0C.P.VENTO(C.P. + VENTO) x 0.75kly/ry =0.0Fa =991.12310194796kg/cm2Fbx =1209.4646464646462kg/cm2fbx =0.0kg/cm2fbx =0.0kg/cm2fbx =0.0kg/cm2Fby =1272.7272727272727kg/cm2fby =0.0kg/cm2fby =0.0kg/cm2fby =0.0kg/cm2Fex =kg/cm2Fey =kg/cm2fbx/Fbx + fby/Fby =0.0< 1,00fbx/Fbx + fby/Fby =0.0< 1,33fbx/Fbx + fb /Fby =0.0< 1,00DEFORMAES :VENTO :flecha =0.0cmf / L = 1 /DIMENSIONAMENTO CONFORME: AMERICAN IRON AND STEEL INSTITUTE - AISI1.0U 75 x 40 x 15 x 2.281272.7272727272727CLCULO DE LONGARINAS EM U DOBRADO ENRIJECIDO 2.5U 75 x 40 x 15 x 2.6615.73684210526316U 75 x 40 x 15 x 3.0445.3421052631579U 75 x 40 x 15 x 3.4229.852584238458917CLIENTE:DATA: 08/10/95ASTM A-283CU 75 x 40 x 15 x 3.8015.73684210526316OBRA:ASTM A-36U 75 x 40 x 15 x 4.1840.03220520687389ASSUNTO:REV.: 0ASTM A-570CU 75 x 40 x 15 x 4.768.563616276398456ASTM A-572 42U 100 x 50 x 17 x 2.280.9458027928716647ASTM A-572 50U 100 x 50 x 17 x 2.66112.41811277981215DADOS GEOMTRICOS :SAE 1008U 100 x 50 x 17 x 3.04143.89685313253446SAE 1010U 100 x 50 x17 x 3.42708.8556302088525q (kg/m)VO =5.0mSAE 1020U 100 x 50 x17 x 3.8074.84169006261531FAIXA DE INFLUNCIA =1.6mEB 276 CF 24U 100 x 50 x 17 x 4.181497.3649095129758EB 276 CF 26U 100 x 50 x 17 x 4.761092.7725118915844No. DE LINHAS DE CORR. =COR-TENU 127 x 50 x 17 x 2.880.0lx =5.0mSAC-41U 127 x 50 x 17 x 2.660.2577275795568287ly =2.5mCARREGAMENTOS :SAC-50U 127 x 50 x 17 x 3.040.0U 127 x 50 x 17 x 3.420.0CARGA PERMANENTE =29.0kg/m2U 127 x 50 x 17 x 3.800.08.0U 127 x 50 x 17 x 4.180.7697511021752006AO:VENTO =80.0kg/m2U 127 x 50 x 17 x 4.760.02100.0U 150 x 60 x20 x 2.280.0Fy =2100.0kg/cm2COEFIC. DE PRESSO =1.0U 150 x 60 x 20 x 2.660.6723836916805502U 150 x 60 x 20 x 3.040.19329568466762148U 150 x 60 x 20 x 3.420.0ESFOROS SOLICITANTES :U 150 x 60 x 20 x 3.800.0U 150 x 60 x 20 x 4.18U 150 x 60 x 20 x 4.76C.P.VENTO(C.P. + VENTO) x 0.75U 200 x 75 x 25 x 2.28U 200 x 75 x 25 x 2.66U 200 x 75 x 25 x 3.04qx =0.0kg/mqx =128.0kg/mqx =96.0kg/mU 200 x 75 x 25 x 3.42qy =46.400000000000006kg/mqy =0.0kg/mqy =34.800000000000004kg/mU 200 x 75 x 25 x 3.80U 200 x 75 x 25 x 4.18U 200 x 75 x 25 x 4.76Mx =0.0kgxmMx =400.0kgxmMx =300.0kgxmU 250 x 85 x 25 x 2.28My =36.25000000000001kgxmMy =0.0kgxmMy =27.187500000000004kgxmU 250 x 85 x 25 x 2.66U 250 x 85 x 25 x 3.04U 250 x 85 x 25 x 3.42 PERFIL ADOTADO:U 250 x 85 x 25 x 3.8024.0H (mm) =150.0S (cm2) =9.054336Wx (cm3) =40.829524426478926Q =0.9458027928716647U 250 x 85 x 25 x 4.18150.0B (mm) =60.0xg (cm) =1.948160085952189Wy (cm3) =11.051259204047497P (kg/m) =7.10765376U 250 x 85 x 25 x 4.7660.0e (mm) =3.04Jx (cm4) =306.22143319859197rx (cm) =5.81553252492688U 300 x 85 x 25 x 2.28D (mm) =20.0Jy (cm4) =44.77793314344789ry (cm) =2.2238409257915825U 300 x 85 x 25 x 2.66U 300 x 85 x 25 x 3.04U 300 x 85 x 25 x 3.423.04 TENSES ADMISSVEIS:TENSES ATUANTES :U 300 x 85 x 25 x 3.80U 300 x 85 x 25 x 4.18U 300 x 85 x 25 x 4.76klx/rx =85.97664923321646C.P.VENTO(C.P. + VENTO) x 0.7520.0kly/ry =112.41811277981215Fa =708.8556302088525kg/cm2Fbx =1092.7725118915844kg/cm2fbx =0.0kg/cm2fbx =979.6832209502553kg/cm2fbx =734.7624157126914kg/cm2Fby =1272.7272727272727kg/cm2fby =328.01691943596376kg/cm2fby =0.0kg/cm2fby =246.0126895769728kg/cm2Fex =1433.985746455654kg/cm2Fey =838.7514513630556kg/cm2fbx/Fbx + fby/Fby =0.2577275795568287< 1,00fbx/Fbx + fby/Fby =0.8965115889074003< 1,33fbx/Fbx + fby/Fby =0.8656793763481717< 1,00DEFORMAES :VENTO :flecha =1.6198465954865333cmf / L = 1 /308.67120466418066DIMENSIONAMENTO CONFORME: AMERICAN IRON AND STEEL INSTITUTE - AISI