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8/18/2019 Formato Para Columnas Concreto 1 (Autoguardado)
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D= 858.08 KG/M2 SECCION DE L
SECCION DE LA
L= 200 KG/M2 !c= 280
COL"MNAS
car#a $uer%a
A &'(ri)(n%al* + &Ver%ical* l(sa ,D - .p. ,D - .s.
C- .00 .150 82.15 218.800 234.100
C - 2 .00 .150 82.15 218.800 234.100
C - 3 .00 .150 82.15 218.800 234.100
C - .00 3.225 384.23 218.800 1.00
C - 5 .00 3.200 38.8 218.800 10.800
C - 1 .00 2.00 2522.455 218.800 302.00
C - 4 2.25 .150 .30 51.100 234.100
C - 8 .525 .150 25. 22.800 234.100
C - .525 .25 42. 22.800 12.000
C - 0 2.25 3.225 80.341 51.100 1.00
C - 2.25 3.200 803.12 51.100 10.800
C - 2 2.25 .00 353.838 51.100 20.100
C - 3 .525 .150 25. 22.800 234.100
C - .525 2.450 358.543 22.800 31.000
C - 5 .525 2.225 2.543 22.800 320.00C - 1 .525 3.225 220.5 22.800 1.00
C - 4 .525 3.200 84.30 22.800 10.800
C - 8 .525 .00 3.2 22.800 58.00
8/18/2019 Formato Para Columnas Concreto 1 (Autoguardado)
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VIGA principal 0.2 0.
IGA secunaria 0.2 0.3
OAL car#a ia OAL " = 6u S%&c$2*
76L7
288.515 12.000 12.000 21.3 54.35 8.243888
288.515 12.000 12.000 21.3 30.51 2.8252
0.000
288.515 12.000 12.000 21.3 30.51 2.8252
104.3 03.000 03.000 485.50 540.33 22.85428
543.48 81.000 81.000 421.58 511.80 22.1431
303.55 588.000 588.000 533.34 54.3 22.84432
0.50 15.250 15.250 8554.134 1.210 2.5035
218.5 503.250 503.250 120.881 20.51 .182281
21. 33.25 33.25 328.033 201.231 8.25501
20.341 881.125 881.125 545.48 00.2 0.14145
05.02 842.000 842.000 5858.00 1.4 3.84123
244.038 8.000 8.000 4380.53 524.5 2.08150
218.5 503.250 503.250 120.881 5.05 .803485
284.343 838.450 838.450 428.4 530.581 2.2232054
352.443 148.125 148.125 1088.3 3.882 4.35213444.35 83.125 83.125 810.5 14.45
.030 41.000 41.000 8541.13 12.14
80.12 335.500 335.500 324.23 3.403
76D7 76L7
l(sa .6D.46L ( */× (
*×∙
8/18/2019 Formato Para Columnas Concreto 1 (Autoguardado)
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tipo de columna k
in%eri(r pri$er(s pis(s .0
in%erir( ul%i$(s pis(s .0
e9%re$(s e p(r%ic(s in% .25
e es:uina .50
seccion
55 25 1375 25*55 1375
70 25 1750 25*70 1750
70 25 1750 25*70 1750
70 25 1750 25*70 1750
40 25 1000 25*40 1000
55 25 1375 25*55 1375
70 25 1750 25*70 1750
55 25 1375 25*55 1375
70 25 1750 25*70 1750
50 25 1250 25*50 1250
40 25 1000 25*40 1000
30 25 750 25*30 750
25 25 625 25*25 625
30 25 750 25*30 750
40 25 1000 25*40 1000
8/18/2019 Formato Para Columnas Concreto 1 (Autoguardado)
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n pes( especi;c( 200
8/18/2019 Formato Para Columnas Concreto 1 (Autoguardado)
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,= 13.38 L= .
L2= .25
M >c a
M 484.43 25.00 3.00 20.00 8.02
M2 325.0 25.00 3.00 20.00 12.3
M3 880.2 25.00 3.00 20.00 3.13
M-2 2100.3 25.00 3.00 20.00 2.M2-3 243.0 25.00 3.00 20.00 31.
8/18/2019 Formato Para Columnas Concreto 1 (Autoguardado)
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As