2
M 1 =5 , 992.68 N.m M 2 =1 , 467.58 N ( 0.1525 m )=223.8 N.m M 3 =4 , 402.73 N ( 0.9075 m) =3 , 995.47 N.m M 4 =4 , 402.73 N ( 1.6625 m )= 7,319.54 N.m M 5 =4 , 402.73 N ( 2.4175 m )=10,643.6 N.m M 6 =4 , 402.73 N ( 3.1725 m )= 13,967.66 N.m M 7 =4 , 402.73 N ( 3.9275 m )= 17 , 291.72 N.m M 8 =4 , 402.73 N ( 4.6825 m )=20 , 615.78 N.m M 9 =2 , 935.15 N ( 5.4375 m )=15 , 959.8 8 N.m M 10 =4,402.73 N ( 6.1925 m )=27 , 263.9 N.m M 11 =4,402.73 N ( 6.9475 m )=30 , 587 .96 N.m M 12 =4,402.73 N ( 7.702 5 m) =33 , 912.03 N.m M 13 =4,402.73 N ( 8.4575 m )=37 , 236.08 N.m M 14 =4,402.73 N ( 9.2125 m )=40 , 560.15 N.m M 15 =4,402.73 N ( 9.9675 m )=43 , 884.21 N.m M 16 =4,402.73 N ( 10.7225 m ) =47 , 208.27 N.m M 17 =3,668.94 N ( 11.47 75 m ) =42 , 110.26 N.m M PC =82 , 796.4 N.m M A = 0=5,992.68 N.m+223.8 N.m3,995.47 N.m 7,319.54 N.m10,643.6 N.m 13,967.66 N.m 17,291.72 N.m 20,615.78 N.m15,959.88 N.m27,263.9 N.m30,587.96 N. 33,912.03 N.m40,560.15 N.m47 , 208.27 N.m82 , 796.4 N 42,110.26 N.m43,884.21 N.m+ 4 R BY ( 7.64 m ) 4 R BY ( 7.64 m) =−431,576.29 N.m R BY =14,122.26 N CALCULOS

PRÁCTICA DE ESTÁTICA (VIGAS)

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Cálculos en una viga que representa un autobús y las fuerzas que reaccionan en el.

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CALCULOS