Sol Exame Final Cmm.xlsx
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SOLUCION EXAMEN DATOS L= 5.4 m Hm= 1.3 m Er= 1.5 cm J= 2 cm a= 25 cm b= 12 cm c= 7 cm Y= 2100 Kg/m3 Pl= 2.7 Kg Ym= 1000 Kg/m3 E= 75000 Kg/cm2 Tf= 150 Kg/cm2
FINAL CMM CARGAS N°= 289 pzas Vm=0.8424 m3 Vl= 0.0021 m3 V1= 0.6069 m3 V2= 0.2355 m3 Vr= 0.2106 m3 P1= 780.3 Kg P2= 494.55 Kg Pr= 442.26 Kg P= 1717 Kg q1= 317.98 Kg/m b= 6 plg h= 12 plg A= 0.042 m2 q2= 42 Kg/m q= 359.98 Kg/m
DEFORMACION I= 29674 cm4 YADM= 2.16 cm YMAX= 1.79 SI YMAX
DATOS ELEM L= 9m AG H= 2.5 m AB S= 1.5 m EC N°c= 8 CG Pp1= 2.8 Kg/m Pp2= 3.4 Kg/m Pcer= Pmc= 15 Kg/m2 Pdur= 50 Pcor= D= L= P= PN= PA= PE= PG=
L[m] 5.15 9 1.72 2.92 97.17 231.8 33.36 362.3 675 1515 252.5 126.2 378.7 378.7
N° 2 1 2 2 Kg Kg Kg Kg Kg Kg Kg 379
P[Kg] 10.3 9 3.44 5.84 28.6
FINAL CMM CARGAS N°= 289 pzas Vm=0.8424 m3 Vl= 0.0021 m3 V1= 0.6069 m3 V2= 0.2355 m3 Vr= 0.2106 m3 P1= 780.3 Kg P2= 494.55 Kg Pr= 442.26 Kg P= 1717 Kg q1= 317.98 Kg/m b= 6 plg h= 12 plg A= 0.042 m2 q2= 42 Kg/m q= 359.98 Kg/m
DEFORMACION I= 29674 cm4 YADM= 2.16 cm YMAX= 1.79 SI YMAX
DATOS ELEM L= 9m AG H= 2.5 m AB S= 1.5 m EC N°c= 8 CG Pp1= 2.8 Kg/m Pp2= 3.4 Kg/m Pcer= Pmc= 15 Kg/m2 Pdur= 50 Pcor= D= L= P= PN= PA= PE= PG=
L[m] 5.15 9 1.72 2.92 97.17 231.8 33.36 362.3 675 1515 252.5 126.2 378.7 378.7
N° 2 1 2 2 Kg Kg Kg Kg Kg Kg Kg 379
P[Kg] 10.3 9 3.44 5.84 28.6
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