D SHAPE
Área UPN 65 903.0 ALTURA DE COLUMNA COLUMNA dato dato f´c límite límite elásti elástico co Fy PESO
unida unidad d kg/cm2 kg/cm2 kg/cm2 Kg
tw 5.5 3.5 Cantid Cantidad ad 210 2534.04 35 Fp= Fb=
B= C= n=m= DIM B= C= B= C=
Placa base de columna: 150mmx150mmx10mm Pernos Ø 13mm
B= C= B= C= BxC= 0.0225 q= q= M= M= t= t= t= DIAMETR T = MOME T Ft= Ft=
MINIMO=
25
mm
A requerido requerido = A requerido =
Fy PERNOS = PERNOS DE ANCLAJE (#) d=
2534.04 4 0.115
Kg/cm² DIAMETRO= m DIAMETRO= DIAMETRO=
TOS tf 7.5
bf 42.0
d 65.0
m f´c Mpa 20.594
Pa 20594.292 0.010332
V
límite elástico Fy Mpa Pa KN 248.508 248508.385 0.343 Ton MOMENTO FLECTOR
0.35xf´c= 7.208002354 Mpa 0.75xFy= 186.3812886 Mpa BxC= 0.0000 m² m=n 0.80xbf + 2n 0.95xd + 2n 0.016
a 1 m
NSIONES SUGERIDAS 0.066 m 0.094 m 66 mm 94 mm DIMENSIONES 0.150 m 0.150 m 150 mm 150 mm > 0.0000 CORRECTO 0.0000 P/(BxC) 1.524
PESO N 343.000 0.04 0.80xbf 0.95xd
Mpa
((n,m)²xq)/2 MN.m 0.000195134 MN.m (6M/Fb)^1/2 m 0.002506348 m 10 mm DE PERNOS NTO FLECTOR / d 0.31 Kg 0.6Fy 1520.424 T/Ft cm² 2.06819E-08 m ²
b2 4ac menos b raiz b2-4ac resultado
0.002272906 0.002027214 -0.047675 0.015674553 -0.016000223
0.00018566 m 13 mm
0.6 3.447E-08
Ton 0.035 Tonm 0.0336 0.06175 0.0020 b 0.047675
MOMENTO FLECTOR KNm Nm Kgm 0.355 354.749 36.162 MOMENTO 0.35 KNm 0.0020748
c 0.0005 2
SHAPE W 12x22
d 312.674
tw 6.604
COORDENADAS 112.362 322.674 112.362 311.879 75.913 311.879 64.483 300.449 64.483 32.225 75.913 20.795 112.362 20.795 112.362 10.000 10.000 10.000 10.000 20.795 46.449 20.795 57.879 32.225 57.879 300.449 46.449 311.879 10.000 311.879 10.000 322.674 112.362 322.674
bf 102.362
tf 10.795
k 22.225
k1 12.700
Área 41.806
peso (kg/m) 32.818 PERFIL W
PLINE 112,362;322,67 112,362;311,87 75,913;311,87 _ARC 64,483;300,44 LINE 64,483;32,225 _ARC 75,913;20,795 LINE 112,362;20,79 112,362;10 10;10 10;20,795 46,449;20,795 _ARC 57,879;32,225 LINE 57,879;300,44 _ARC 46,449;311,87 LINE 10;311,879 10;322,674 112,362;322,67
4 9
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