dise±o elastico

download dise±o elastico

of 9

  • date post

    03-Oct-2015
  • Category

    Documents

  • view

    11
  • download

    4

Embed Size (px)

description

problema que muestra como se resuelve un marco por el metodo elastico, no de mi auditoria solo lo comparto con motivos estudiantiles

Transcript of dise±o elastico

Hoja1ECUACIONES COLUMNASE =2.34E+06@8@9@10@11@12@13@14@15@16@17321VIGASEI/LEI/LEI/L33247.03571428575016.375008125000000-8125-1492.347816COLUMNA426M1-80.01+3482.18-1492.31=188.7675016.37543279.78571428575016.37500812500000-8125-1492.34790246M8-10.01+6964.38-1492.31=163.90305016.37543279.78571428575016.3750081250000-8125-1492.347100426M2-90.02+3482.19-1492.31=196.478005016.37514907.7500000000-731.25011-160.70.5246M9-20.02+6964.39-1492.31=179.325812500042532.755016.3750812500-8125-81250.0001216426M3-100.03+3482.110-1492.31=196.66308125005016.37552565.55016.375081250-8125-81250.0001300.5246M10-30.03+6964.310-1492.31=179.694008125005016.37542532.75008125-8125-81250.00014-160.3426M4-110.04+2437.511-731.31=88.944000081250026282.755016.3750-812500.0001516246M11-40.04+4875.011-731.31=73.21000000812505016.37536315.55016.375-812500.000160INERCIACLAROEI/LEI/L426M8-1216250.08+8125.012-8125.02=-51.554000000812505016.37526282.75-812500.0001714VIGAS 8m0.0085882508.188313.523246M12-88125.08+16250.012-8125.02=9.9010000-8125-8125-8125-8125-8125-81251625000.000310ALTURA426M9-1316250.09+8125.013-8125.02=-20.219-8125-8125-81250-8125-8125-81250000162500.000220COLUMNA 30.0052134062.5001354.167246M13-98125.09+16250.013-8125.02=18.593-1492.3469387755-1492.3469387755-1492.3469387755-731.25000000000.000130COLUMNA 70.0052171741.071248.724426M10-1416250.010+8125.014-8125.02=-24.821COLUMNA 100.00521101218.750121.875246M14-108125.010+16250.014-8125.02=8.101426M12-1516250.012+8125.015-8125.03=2.6000.0000218713-0.0000106084-0.0000061676-0.0000103985-0.00000431430.00000236760.00000137810.0000014464-0.0000007016-0.0000003133-0.00000006850.0000022633-0.00025430058-0.00714W =3Ton/m246M15-128125.012+16250.015-8125.03=6.560-0.00001060840.0000206984-0.0000073871-0.00000551630.0000033161-0.00000338130.0000026621-0.00000092210.0000012275-0.00000071990.00000109120.00000265-0.00016313439-0.00493426M13-1616250.013+8125.016-8125.03=-13.606-0.0000061676-0.00000738710.0000212263-0.00001565630.0000017990.0000020525-0.0000037624-0.0000003723-0.00000053470.00000134690.00000026450.0000038803-0.000173567210-0.00487Momento de empotramiento 246M16-138125.013+16250.016-8125.03=-11.902-0.0000103985-0.0000055163-0.00001565630.0000644308-0.0000016343-0.00000212-0.0000005669-0.00000031030.0000000179-0.0000006402-0.000002627-0.0000179462-0.000161394911-0.00646426M14-1716250.014+8125.017-8125.03=-15.115-0.00000431430.00000331610.000001799-0.00000163430.00003363780.00000191990.0000074097-0.00000388290.00000491830.00000422520.0000241140.0000218841-0.0000209775120.00042Momento de empotramiento vigas.8=-0.00714246M17-148125.014+16250.017-8125.03=1.4630.0000023676-0.00000338130.0000020525-0.000002120.00000191990.00002480280.00000198390.0000057151-0.00000296980.00000569530.00001857360.0000148727-0.0000291413-0.00015WL/12=169=-0.004930.00000137810.0000026621-0.0000037624-0.00000056690.00000740970.00000198390.00003344020.00000421080.0000048844-0.00000383620.00002404640.0000215558-0.000037367814-0.0008210=-0.00487ECUACIONES VIGAS0.0000014464-0.0000009221-0.0000003723-0.0000003103-0.00000388290.00000571510.00000421080.0000492156-0.00000239040.00000866580.0000307670.0000030975-0.0000088795150.00091Momento cantilever.11=-0.00646EI/LEI/LEI/L-0.00000070160.0000012275-0.00000053470.00000001790.0000049183-0.00000296980.0000048844-0.00000239040.0000327547-0.00000237990.00001740860.000003412-0.0000033033160.00006PL =3012=0.00042-1426M8-910032.88+5016.49-01-16=-112.349-0.0000003133-0.00000071990.0000013469-0.00000064020.00000422520.0000056953-0.00000383620.0000086658-0.00000237990.00004920570.00003078790.000003199-0.0000038126170.0012213=-0.000151246M9-85016.48+10032.89-0116=-69.240-0.00000006850.00000109120.0000002645-0.0000026270.0000241140.00001857360.00002404640.0000307670.00001740860.00003078790.00013438730.0000340106-0.000051740430.0014414=-0.00082-1426M9-1010032.89+5016.410-01-16=-89.8660.00000226330.000002650.0000038803-0.00001794620.00002188410.00001487270.00002155580.00000309750.0000034120.0000031990.00003401060.0000950916-0.00033924362-0.0075115=0.000911246M10-95016.49+10032.810-0116=-57.601-0.0002543005-0.0001631343-0.0001735672-0.0001613949-0.0000209775-0.00002914-0.0000373678-0.0000088795-0.0000033033-0.0000038126-0.0000517404-0.0003392436-0.00448097481-0.1431516=0.00006-1426M10-1110032.810+5016.411-01-16=-97.27217=0.001221246M11-105016.410+10032.811-0216=-73.2103=0.00144-1426M12-1310032.812+5016.413-02-16=-12.5012=-0.007511246M13-125016.412+10032.813-0216=16.6281=-0.14315-1426M13-1410032.813+5016.414-02-16=-21.6151246M14-135016.413+10032.814-0216=7.014-1426M15-1610032.815+5016.416-03-16=-6.5601246M16-155016.415+10032.816-0316=21.17721.177-9.27528.537-30.000-1426M16-1710032.816+5016.417-03-16=-9.275-6.5601246M17-165016.416+10032.817-0316=28.537ECUACIONES DE EQUILIBRIO6.560-11.90196958161.463M8-12+M8-1+M8-9=0M8-10.01+6964.38-1492.34693877551=163.9033mM8-1216250.08+8125.013-81252=-51.5540M8-910032.88+5016.49-01-16=-112.3492.600-13.606-15.115-12.50116.628-21.6157.014M9-8+M9-10+M913+M9-2=0M9-20.02+6964.39-1492.34693877551=179.325M9-1316250.09+8125.014-81252=-20.21908.101M9-85016.48+10032.89-0116=-69.2409.90118.593M9-1010032.89+5016.410-01-16=-89.8663m-24.821-51.554-20.219-73.210M10-9+M10-11+M10-14+M10-3=0M10-30.03+6964.310-1492.34693877551=179.694M10-1416250.010+8125.0ERROR:#REF!-81252=-24.8210-112.349-69.240-89.866-57.601-97.272M10-95016.49+10032.810-0116=-57.601M10-1110032.810+5016.411-01-16=-97.272179.325179.694163.903M11-10+M11-4=0M11-40.04+4875.012-731.251=73.21007m73.210M11-105016.410+10032.811-0216=-73.210

M12-15+M12-8+M12-13=0M12-88125.08+16250.013-81252=9.901M12-1516250.012+8125.015-81253=2.6000M12-1310032.812+5016.413-02-16=-12.501

188.767196.478196.663M13-12+M13-14+M13-16+M13-9=0M13-98125.09+16250.014-81252=18.5933m8 m8m8mM13-1616250.013+8125.016-81253=-13.6060M13-125016.412+10032.813-0216=16.62888.944M13-1410032.813+5016.414-02-16=-21.615

M14-13+M14-17+M14-10=0M14-108125.010+16250.0ERROR:#REF!-81252=8.101M14-1716250.014+8125.017-81253=-15.1150M14-135016.413+10032.814-0216=7.014

M15-12+M15-16=0M15-128125.012+16250.015-81253=6.5600M15-1610032.815+5016.416-03-16=-6.560

M16-15+M16-13+M16-17=0M16-138125.013+16250.016-81253=-11.902M16-155016.415+10032.816-0316=21.1770M16-1710032.816+5016.417-03-16=-9.275

M17-16+M17-14=0M17-148125.014+16250.017-81253=1.4630M17-165016.416+10032.817-0316=28.537MC =-30MOMENTOS DE PISO-(M15-12+M12-15+M16-13+M13-16+M17-14+M14-17)/3 = 10M15-12812512+1625015-81253M12-151625012+812515-81253M13-161625013+812516-81253M16-13812513+1625016-81253M14-1716250.014+812517-81253M17-14812514+1625017-81253-(M12-8+M8-12+M13-9+M9-13+M14-10+M10-14)/3 = 20M8-12162508+81258-81252M12-881258+162508-81252M9-13162509+81259-81252M13-981259+162509-81252M10-141625010+812510-81252M14-10812510+1625010-81252-((M8-1+M1-8+M9-2+M2-9+M10-3+M3-10)/7 - (M11-4+M4-11)/10) = 30M1-80.01+3482.18-1492.31M8-10.01+6964.38-1492.31M2-902+3482.14285714299-1492.34693877551M9-202+6964.28571428579-1492.34693877551M3-1003+3482.142857142910-1492.34693877551M10-303+6964.285714285710-1492.34693877551M4-1104+2437.511-731.251M11-404+487511-731.251

MON FORTE CERVANTES ROGELIO ENRIQUE09211077

TEMAS ESPECIALES EN ESTRUCTURASPROFESOR DAVID LOPEZ ROSALES