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REACCIONES D+L

Story Point Load FX FY FZ MX

BASE 1 CIMENT 0.13 -0.95 17.04 0.615

BASE 2 CIMENT 0.11 1.17 27.14 -1625

BASE 3 CIMENT 0.05 -1.91 29.14 1652

BASE 4 CIMENT 0 1.68 46.44 -2139

BASE 5 CIMENT 0.04 -1.96 29.41 1741BASE 6 CIMENT -0.03 1.69 46.79 -2114

BASE 7 CIMENT -0.06 1.92 43.11 -2329

BASE 8 CIMENT 0.02 -2.01 29.42 1818

BASE 9 CIMENT -0.08 -1.1 17.21 0.888

BASE 10 CIMENT -0.14 1.29 23.96 -1638

BASE 11 CIMENT -0.07 0.08 5.29 -0.17

BASE 12 CIMENT 0.02 0.11 5.19 -0.213

REACCIONES 1,4D+1,7L

Story Point Load FX FY FZ MX

BASE 1 DCON2 0.17 -1.25 21.88 0.803

BASE 2 DCON2 0.14 1.54 35.13 -2149

BASE 3 DCON2 0.07 -2.54 37.81 2205

BASE 4 DCON2 0.01 2.24 60.62 -2850

BASE 5 DCON2 0.05 -2.62 38.19 2326

BASE 6 DCON2 -0.05 2.25 61.12 -2817

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BASE 6 DCON2 0.05 2.25 61.12 2817

MY MZ

0.17 -0.008

0.101 -0.008

0.087 -0.008

-0.013 -0.008

0.069 -0.008-0.054 -0.008

-0.083 -0.008

0.055 -0.008

-0.053 -0.008

-0.17 -0.008

-0.089 -0.003

-0.001 -0.005

MY MZ

0.216 -0.011

0.122 -0.011

0.117 -0.011

-0.017 -0.011

0.092 -0.011

-0.072 -0.011

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 PESO DE LOSA UNIDIRECCIONAL [Kg/m2] 

Dh[cm]= 1 Peso específico de bloques [Kg/m3]

h [cm] hf   0 500 600 700 800 00 1!000 1!"00 1!#00 "!#0010 5 168 188 192 196 200 204 208 216 224 264

15 5 192 232 240 248 256 264 272 288 304 384

"0 5 216 276 288 300 312 324 336 360 384 504

"5 5 240 320 336 352 368 384 400 432 464 624

30 5 264 364 384 404 424 444 464 504 544 744

35 7 326 438 461 483 506 528 550 595 640 864

#0 8 370 498 523 549 574 600 626 677 728 984#5 8 394 542 571 601 630 660 690 749 808 1,104

50 10 456 616 648 680 712 744 776 840 904 1,224

h $ altura estructural de losa

hf$ altura de losa de compresión 1.265

Dh$ altura adicional equivalente por acabados

%d!pp$  peso propio de losa, con acabados, eclu!e a paredes.

* &'(di) "# Kg* po) c(d( cm* (dicio'(l de espeso) de los( o (c(b(dos

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".#.$05$18$2016$318438837.ls$%&%#' ()*

+,-,D.. D. ,-&! 24& D. .+.P,2 9 :1

+c -/$cm2 "80 .c = ;;;

D&2 [cm]$ :1 4.$ #30 #30 #00 ;;; ;;; ;;;

v$c 0.47 0.93 0.97 0.50 0.00 0.00

10 24& ,-&

&$ 446.6 207.7 207.7 223.3 0.0 0.0 0.0

 b-cm 35 25

-cm 35 35

-cm 280 v$c 0.59 1.19 1.23 0.64 0.00 0.00

9 '#% &:%

&$ 446.6 529.8 529.8 569.5 0.0 0.0 0.0 b-cm 35 30

-cm 35 45

-cm 280 v$c 0.44 0.88 0.91 0.47 0.00 0.00

8 '#% &:%

&$ 761.9 529.8 529.8 569.5 0.0 0.0 0.0

 b-cm 40 30

-cm 40 45

-cm 280 v$c 0.37 0.73 0.76 0.39 0.00 0.00

7 '#% &:%

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".#.$05$18$2016$318438837.ls$%&%#' ()*

&$ 1220.4 726.7 726.7 781.3 0.0 0.0 0.0

 b-cm 45 30

-cm 45 50

-cm 280 v$c 0.24 0.47 0.49 0.25 0.00 0.00

6 '#% &:%

&$ 1860.1 726.7 726.7 781.3 0.0 0.0 0.0

 b-cm 50 30

-cm 50 50

-cm 280 v$c 0.06 0.13 0.13 0.07 0.00 0.00

5 '#% &:%

&$ 2723.4 290.8 290.8 312.6 0.0 0.0 0.0

 b-cm 55 35-cm 55 35

-cm 280 v$c 0.18 0.34 0.36 0.18 0.00 0.00

4 '#% &:%

&$ 3857.1 1128.5 1128.5 1213.2 0.0 0.0 0.0

 b-cm 60 35

-cm 60 55

-cm 280 v$c 0.72 1.45 1.50 0.78 0.00 0.00

3 '#% &:%

&$ 1622.5 3969.0 3969.0 4266.7 0.0 0.0 0.0

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".#.$05$18$2016$318438837.ls$%&%#' ()*

 b-cm 55 40

-cm 55 80

-cm 470 v$c 1.01 2.02 2.10 1.09 0.00 0.00 T/cm

2 '#% &:% 10&$ 2297.9 3969.0 3969.0 4266.7 0.0 0.0 0.0 9

 b-cm 60 40 8

-cm 60 80 7

-cm 470 v$c 0.23 0.46 0.48 0.25 0.00 0.00 6

1 '#% &:% 5

&$ 3165.0 1255.8 1255.8 1350.0 0.0 0.0 0.0 4

 b-cm 65 30 3

-cm 65 60 2

-cm 470 1

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".#.$05$18$2016$318438837.ls$%&%#' ()*

429:$

10

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a

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;

a

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".#.$05$18$2016$318438837.ls$%&%#' ()*

a

:1

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".#.$05$18$2016$318438837.ls$%&%#' ()*

Kg/cm

0.8257 1.6514 1.7133 0.8876 0.0000 0.0000

0.2922 0.4523 0.4614 0.3074 0.0000 0.0000

130.50 201.99 206.07 137.28 0.00 0.00

5,047.12 7,811.64 7,969.41 5,309.30 0.00 0.00

1.1862 2.3725 2.4615 1.2752 0.0000 0.00000.3723 0.5426 0.5517 0.3894 0.0000 0.0000

166.28 242.33 246.40 173.89 0.00 0.00

6,430.58 9,371.96 9,529.51 6,725.09 0.00 0.00

0.8246 1.6492 1.7111 0.8865 0.0000 0.0000

0.2919 0.4519 0.4611 0.3071 0.0000 0.0000

222.43 344.33 351.29 233.99 0.00 0.00

8,602.21 13,316.77 13,585.90 9,049.24 0.00 0.00

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".#.$05$18$2016$318438837.ls$%&%#' ()*

0.5955 1.1910 1.2356 0.6401 0.0000 0.0000

0.2294 0.3732 0.3819 0.2425 0.0000 0.0000

280.00 455.50 466.06 295.91 0.00 0.00

10,828.90 17,616.11 18,024.44 11,444.14 0.00 0.00

0.2735 0.5470 0.5676 0.2940 0.0000 0.0000

0.1203 0.2148 0.2210 0.1282 0.0000 0.0000

223.79 399.51 411.18 238.42 0.00 0.00

8,654.73 15,450.64 15,901.96 9,220.64 0.00 0.00

0.2606 0.5212 0.5407 0.2801 0.0000 0.0000

0.1153 0.2067 0.2128 0.1229 0.0000 0.0000313.93 562.97 579.59 334.58 0.00 0.00

12,141.01 21,772.30 22,415.00 12,939.72 0.00 0.00

0.6608 1.3216 1.3711 0.7103 0.0000 0.0000

0.2483 0.3979 0.4067 0.2621 0.0000 0.0000

957.89 1,534.66 1,568.81 1,010.91 0.00 0.00

37,045.77 59,351.91 60,672.35 39,096.01 0.00 0.00

2.4463 4.8926 5.0761 2.6298 0.0000 0.0000

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".#.$05$18$2016$318438837.ls$%&%#' ()*

0.5502 0.7098 0.7174 0.5680 0.0000 0.0000

892.65 1,151.67 1,163.88 921.57 0.00 0.00

12,252.47 15,807.73 15,975.28 12,649.44 0.00 0.00

1.1369 2.2738 2.3590 1.2221 0.0000 0.0000

0.3624 0.5320 0.5412 0.3793 0.0000 0.0000

832.80 1,222.53 1,243.57 871.57 0.00 0.00

11,430.99 16,780.38 17,069.10 11,963.14 0.00 0.00

0.3968 0.7936 0.8233 0.4265 0.0000 0.0000

0.3742 0.4631 0.4687 0.3818 0.0000 0.0000

1,184.22 1,465.56 1,483.47 1,208.51 0.00 0.00

16,254.51 20,116.15 20,362.01 16,587.94 0.00 0.00

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".#.$05$18$2016$318438837.ls$()=

+,-,D.. D. ,-&! 24& D. .+.P,2 9 :1

+c -/$cm2"10 .c = ;;;

D&2 [cm] 1 4.$ #50 500 #50 ;;; ;;; ;;;

v$c 0.44 0.84 0.84 0.44 0.00 0.00

10 '#% &:%

&$ 446.6 198.5 178.6 198.5 0.0 0.0 0.0

 b-cm 35 25

-cm 35 35

-cm 280 v$c 0.57 1.08 1.08 0.57 0.00 0.00

9 '#% &:%

&$ 446.6 506.3 455.6 506.3 0.0 0.0 0.0 b-cm 35 30

-cm 35 45

-cm 280 v$c 0.42 0.80 0.80 0.42 0.00 0.00

8 '#% &:%

&$ 761.9 506.3 455.6 506.3 0.0 0.0 0.0

 b-cm 40 30

-cm 40 45

-cm 280 v$c 0.35 0.67 0.67 0.35 0.00 0.00

7 '#% &:%

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".#.$05$18$2016$318438837.ls$()=

&$ 1220.4 694.4 625.0 694.4 0.0 0.0 0.0

 b-cm 45 30

-cm 45 50

-cm 280 v$c 0.23 0.43 0.43 0.23 0.00 0.00

6 '#% &:%

&$ 1860.1 694.4 625.0 694.4 0.0 0.0 0.0

 b-cm 50 30

-cm 50 50

-cm 280 v$c 0.24 0.45 0.45 0.24 0.00 0.00

5 '#% &:%

&$ 2723.4 1078.4 970.5 1078.4 0.0 0.0 0.0

 b-cm 55 35-cm 55 55

-cm 280 v$c 0.17 0.31 0.31 0.16 0.00 0.00

4 '#% &:%

&$ 3857.1 1078.4 970.5 1078.4 0.0 0.0 0.0

 b-cm 60 35

-cm 60 55

-cm 280 v$c 0.17 0.33 0.33 0.17 0.00 0.00

3 '#% &:%

&$ 5312.7 1600.0 1440.0 1600.0 0.0 0.0 0.0

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".#.$05$18$2016$318438837.ls$()=

 b-cm 65 40

-cm 65 60

-cm 280 v$c 0.00 0.01 0.01 0.00 0.00 0.00 T/cm

2 '#% &:% 10

&$ 534982.2 1600.0 1440.0 1600.0 0.0 0.0 0.0 9

 b-cm 70 40 8

-cm 70 60 7

-cm 3.74 v$c 0.00 0 .00 0 .00 0 .00 0 .00 0 .00 6

1 '#% &:% 5

&$ 705005.0 2034.3 1830.8 2034.3 0.0 0.0 0.0 4

 b-cm 75 40 3

-cm 75 65 2-cm 3.74 1

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".#.$05$18$2016$318438837.ls$()=

429:$

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".#.$05$18$2016$318438837.ls$()=

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".#.$05$18$2016$318438837.ls$()=

a

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".#.$05$18$2016$318438837.ls$()=

Kg/cm

0.7890 1.4991 1.4991 0.7890 0.0000 0.0000

0.2829 0.4284 0.4284 0.2829 0.0000 0.0000

126.34 191.34 191.34 126.34 0.00 0.00

4,231.63 6,408.47 6,408.47 4,231.63 0.00 0.00

1.1335 2.1537 2.1537 1.1335 0.0000 0.00000.3617 0.5185 0.5185 0.3617 0.0000 0.0000

161.56 231.57 231.57 161.56 0.00 0.00

5,411.07 7,755.95 7,755.95 5,411.07 0.00 0.00

0.7880 1.4971 1.4971 0.7880 0.0000 0.0000

0.2826 0.4281 0.4281 0.2826 0.0000 0.0000

215.34 326.17 326.17 215.34 0.00 0.00

7,212.21 10,924.41 10,924.41 7,212.21 0.00 0.00

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".#.$05$18$2016$318438837.ls$()=

0.5690 1.0811 1.0811 0.5690 0.0000 0.0000

0.2215 0.3509 0.3509 0.2215 0.0000 0.0000

270.32 428.23 428.23 270.32 0.00 0.00

9,053.61 14,342.74 14,342.74 9,053.61 0.00 0.00

0.4765 0.9054 0.9054 0.4765 0.0000 0.0000

0.1924 0.3116 0.3116 0.1924 0.0000 0.0000

357.92 579.66 579.66 357.92 0.00 0.00

11,987.77 19,414.61 19,414.61 11,987.77 0.00 0.00

0.3960 0.7523 0.7523 0.3960 0.0000 0.0000

0.1653 0.2733 0.2733 0.1653 0.0000 0.0000450.07 744.42 744.42 450.07 0.00 0.00

15,074.21 24,932.64 24,932.64 15,074.21 0.00 0.00

0.3472 0.6597 0.6597 0.3472 0.0000 0.0000

0.1479 0.2480 0.2480 0.1479 0.0000 0.0000

570.54 956.67 956.67 570.54 0.00 0.00

19,109.14 32,041.74 32,041.74 19,109.14 0.00 0.00

0.3012 0.5722 0.5722 0.3012 0.0000 0.0000

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".#.$05$18$2016$318438837.ls$()=

0.1309 0.2225 0.2225 0.1309 0.0000 0.0000

695.30 1,181.86 1,181.86 695.30 0.00 0.00

23,287.55 39,583.85 39,583.85 23,287.55 0.00 0.00

0.0034 0.0065 0.0065 0.0034 0.0000 0.0000

0.0017 0.0032 0.0032 0.0017 0.0000 0.0000

907.02 1,720.72 1,720.72 907.02 0.00 0.00

>>> >>> >>> >>> 15.35 15.35

0.0029 0.0055 0.0055 0.0029 0.0000 0.0000

0.2511 0.2521 0.2521 0.2511 0.0000 0.0000

177,013.00 177,696.70 177,696.70 177,013.00 0.00 0.00>>> >>> >>> >>> 0.00 0.00

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PP

PESO MUERTO DE PISOS Y TOTAL DEL EDIFICIO [T.]

L O S A S : V I G A S : COLUMNAS

NI- WD AREA WD OBSERVACION WD OBSERVACION WDVEL T/m2 m2 T. T. T.

10

9

8

7

6

5

4 0.300 972.18 291.65 V15/35 120.81 C25/25 100.813 0.860 2373.00 2040.78 V15/35 300.47 C25/25 248.54

2 0.860 1870.00 1608.20 V50/20 380.93 C30/30 315.17

1 0.860 922.00 792.92 V60/20 215.26 C35/35 203.26

WTOTAL

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PP

TOTAL:

WDT.

513.272589.79

2304.30

1211.44

6618.80

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2+. 0*08 "actor dato

[seg] = 0.51 se/.

c= 2.46 "actor ?m

%d> [] 6,618.80 @eso %um.Ci Ct 0,08 @ara pórticos espaciales de ormi/ón rmado

[seg] 0.509 se/. @eriodo hn ltura mDima de la Adi+icación, medida desde la base de la estructura

2.456 "actor

1.000 ".%uelo Eabla 3 A

s 0.136 ?@,@A/?+@P@.A

Vb [T] 90302! sFCd .basal

B> [] 0*000 .07.E.b

φ p

φ E

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.+2 D. -+&.D&D

N Xg Yg   10 &i :i i &i*:i &i*i10 0.00 0.00

0.00 0.00

8 0.00 0.00

7 0.00 0.00

6 0.00 0.00

5 0.00 0.00 &i :i i &i*:i &i*i# 0.00 0.003 4.70 5.27

" 4.70 5.27

1 4.96 6.39

8 &i :i i &i*:i &i*i

7 &i :i i &i*:i &i*i

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3 &i :i i &i*:i &i*i84.31 4.70 5.27 396.26 444.31

0.00 0.00

0.00 0.00

0.00 0.00

84.31 #*70 5*"7 396.26 444.31

" &i :i i &i*:i &i*i84.31 4.70 5.27 396.26 444.31

0.00 0.00

0.00 0.00

0.00 0.00

84.31 #*70 5*"7 396.26 444.31

1 &i :i i &i*:i &i*i98.34 4.96 6.39 487.77 628.39

0.00 0.00

0.00 0.000.00 0.00

98.34 #*6 6*3 487.77 628.39

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".#.$05$18$2016$318438837.ls$

D,+,

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".#.$05$18$2016$318438837.ls$

"i.=m G"i!.*m G"i.=m  X$ Y$

E.m. E.m. E.m. m m

0.00 0.00

0.00 0.00 0.00 0*00 0*00

0.00 0.00 0.00 0*00 0*00

0.00 0.00 0.00 0*00 0*00

0.00 0.00 0.00 0*00 0*00

0.00 0.00 0.00 0*00 0*00

0.00 0.00 0.00 0*00 0*00

0.00 0.00 0.00 0*00 0*002363.68 2108.03 2363.68 3*7" #*17

1402.08 3358.46 3765.76 #*03 #*5"

446.88 3705.34 4212.65 #*10 #*67

4212.65

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2+. [] 0*000 .07.E.b 12.5.1.2 ?.25Fb 24 2.4

F% 0.250 12.4.2b1 .12a.25

&% 0.121 0.122

&..% 0.094 .% 0.180

&.%. 0.030 .% 1.005

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C

###

###

###

###

###

###

###

###

###

###

###

###

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10 12 14 16 18 20 22 24 26 28

1 0.785 1.1304 1.5386 2.0096 2.5434 3.14 3.7994 4.5216 5.3066 6.1544

2 1.57 2.2608 3.0772 4.0192 5.0868 6.28 7.5988 9.0432 10.6132 12.3088

3 2.355 3.3912 4.6158 6.0288 7.6302 9.42 11.3982 13.5648 15.9198 18.4632

4 3.14 4.5216 6.1544 8.0384 10.1736 12.56 15.1976 18.0864 21.2264 24.6176

5 3.925 5.652 7.693 10.048 12.717 15.7 18.997 22.608 26.533 30.772

6 4.71 6.7824 9.2316 12.0576 15.2604 18.84 22.7964 27.1296 31.8396 36.9264

7 5.495 7.9128 10.7702 14.0672 17.8038 21.98 26.5958 31.6512 37.1462 43.0808

8 6.28 9.0432 12.3088 16.0768 20.3472 25.12 30.3952 36.1728 42.4528 49.2352

9 7.065 10.1736 13.8474 18.0864 22.8906 28.26 34.1946 40.6944 47.7594 55.3896

10 7.85 11.304 15.386 20.096 25.434 31.4 37.994 45.216 53.066 61.544

11 8.635 12.4344 16.9246 22.1056 27.9774 34.54 41.7934 49.7376 58.3726 67.6984

12 9.42 13.5648 18.4632 24.1152 30.5208 37.68 45.5928 54.2592 63.6792 73.8528

13 10.205 14.6952 20.0018 26.1248 33.0642 40.82 49.3922 58.7808 68.9858 80.0072

14 10.99 15.8256 21.5404 28.1344 35.6076 43.96 53.1916 63.3024 74.2924 86.1616

15 11.775 16.956 23.079 30.144 38.151 47.1 56.991 67.824 79.599 92.316

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30

7.065

14.13

21.195

28.26

35.325

42.39

49.455

56.52

63.585

70.65

77.715

84.78

91.845

98.91

105.975