7/24/2019 Clculo Das reas de Influncia

1/1

NPt (KN)Ncob

(KN)

Ntotal [= 8Pt + cob]

(KN)

REA

NECESSRIA

(cm)

P01 10,404 124,848 93,636 1.092,420 655,45 20,00 35,00

P02 15,524 186,288 139,716 1.630,020 978,01 20,00 50,00P03 13,501 162,013 121,510 1.417,616 850,57 20,00 45,00

P04 16,578 198,936 149,202 1.740,690 1.044,41 20,00 55,00

P05 8,289 99,468 74,601 870,345 522,21 20,00 30,00

P06 10,404 124,848 93,636 1.092,420 655,45 20,00 35,00

P07 17,708 212,496 159,372 1.859,340 1.115,60 20,00 60,00

P08 18,709 224,509 168,382 1.964,456 1.178,67 20,00 60,00

P09 19,602 235,224 176,418 2.058,210 1.234,93 20,00 65,00

P10 8,289 99,468 74,601 870,345 522,21 20,00 30,00

P11 5,239 62,868 47,151 550,095 330,06 20,00 20,00

P12 9,529 114,348 85,761 1.000,545 600,33 20,00 35,00

P13 6,474 77,688 58,266 679,770 407,86 20,00 25,00

P14 5,239 62,868 47,151 550,095 330,06 20,00 20,00

P15 9,529 114,348 85,761 1.000,545 600,33 20,00 35,00

P16 6,474 77,688 58,266 679,770 407,86 20,00 25,00

P17 10,404 124,848 93,636 1.092,420 655,45 20,00 35,00

P18 17,708 212,496 159,372 1.859,340 1.115,60 20,00 60,00

P19 18,709 224,509 168,382 1.964,456 1.178,67 20,00 60,00

P20 19,602 235,224 176,418 2.058,210 1.234,93 20,00 65,00

P21 8,289 99,468 74,601 870,345 522,21 20,00 30,00

P22 10,404 124,848 93,636 1.092,420 655,45 20,00 35,00

P23 15,524 186,288 139,716 1.630,020 978,01 20,00 50,00

P24 13,501 162,013 121,510 1.417,616 850,57 20,00 45,00

P25 16,578 198,936 149,202 1.740,690 1.044,41 20,00 55,00

P26 8,289 99,468 74,601 870,345 522,21 20,00 30,00

fck (MPa) 25

1,5

Ppt (KN/m) 12

PAVIMENTOS8 + cob

PR-DIMENSIONAMENTO DOS PILARES

SABENDO

SEO (cm x

cm)

REA DE

INFLUNCIA

DOS PILARES

(m)

PILAR