Columna Rectangular
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Transcript of Columna Rectangular
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7/23/2019 Columna Rectangular
1/7
Es (kg/cm2) 2000000.00
fy (kg/cm2) 4200.00
f'c (kg/cm2) 210.00
Largo(cm) 60.00
base (cm) 30.00
d (cm) 54.00
cb (cm) 31.76
ab (cm) 27.00
1 0.85 0.85
d1(cm) 6
d2(cm) 0
d3(cm) 0
d4(cm) 0
d5(cm) 0
d6(cm) 54
(cr!o) ("#.m)
($s) ("#.m)
area%&(cm2)
%E"
y- (cm)
%E",
y (cm)
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HOJA PARA SECCIONES DE TIPO
d(-gadas) d(-gadas)
0.625 0 area(cm2)
%c 810
$s1 0.75 0 1.48444568 0.0024333333
$s2 0.00 0 0 0.003
$s3 0.00 0 0 0.003
$s4 0.00 0 0 0.003
$s5 0.00 0 0 0.003
$s6 0.75 0 1.48444568 0.0021
63.00 %$$ %%E",%$
358.1
1800.00 *o("#) 333.24
*#ma("#.m) 266.5
*L$+",%
30.00
*
E %%E" %*,, 333.24
136.55
13.50 144.5
67.3
1.00
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$LL$ $L$%E$$
f era ("#) ds! (cm) ("#.m)
178.5 144.585 16.5 23.856525
4200 6.234877184 24 1.463705242
4200 0 30 0
4200 0 30 0
4200 0 30 0
4200 0 30 0
4200 96.234877184 924 1.463705242
$LL$ $L$%E$$
*#b ("#) 144.5
#b ("#.m) 26.85
0.00
26.55
26.85
18.1
8.38
0.00 5.00 10.00
0.00
50.00
100.00150.00
200.00
250.00
300.00
350.00
"Diag.
P
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*$$ %;%b $LL$ $ "$%%,
c(cm) 15.00 $ %c(cm2) 382.50
a(cm) 12.75
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*$$ %=%b $LL$ $ %*E+,
c(cm) 30.00 $ %c(cm2)
a(cm) 25.50
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LE>, *?$
765.00 c(cm) 5.6
12.75 a(cm) 4.76
LE>, *?
("#.m) f era ("#)
23.55530625 178.5 25.488
1.463705242 0.0002142857 428.5714286 90.63621158
0 0.003 4200 0
0 0.003 4200 0
0 0.003 4200 0
0 0.003 4200 0
1.463705242 0.025285714 4200 96.234877184
LE>, *?$
*#("#) 18.62
#("#.m) 8.38
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$ %c(cm2) 142.80
