cargasadmisiblesparrillas.pdf

Y Y X X R e Carga Admisibles Parrillas Trabajo Pesado Especiales CLASE RECTANGULAR SOLDADAS RS/TP • PARRILLA CLASE RS/SP, DEBE MULTIPLICARSE EL VALOR POR FACTOR DE CARGA: 0,68 • U: CARGA UNIFORME REPARTIDA EN KG/M2 • C: CARGA CONCENTRADA EN KG/ML • LAS CARGAS DADAS, ESTAN BASADAS EN UN ESFUERZO DE TRABAJO DE 1.200 KG/CM2. LUZ ENTRE APOYOS EN M.M. PESO (KG/M2) 300 450 600 750 900 1000 1200 1400 1500 1600 1800 2100 2500 1 50x6 U 88.660 39.400 22.160 14.180 9.850 7.230 5.540 4.370 3.540 2.930 2.460 1.800 1.310 58 82 C 13.500 8.990 6.750 5.400 4.500 3.850 3.370 2.990 2.690 2.450 2.240 1.920 1.680 2 50x8 U 110.510 49.120 27.620 17.680 12.280 9.020 6.900 5.450 4.420 3.650 3.070 2.250 1.720 77 109 C 16.820 11.210 8.410 6.730 5.600 4.800 4.200 3.730 3.360 3.050 2.800 2.400 2.100 3 63x6 U 138.500 61.550 34.620 22.160 15.390 11.300 8.650 6.830 5.540 4.570 3.840 2.820 2.160 71 101 C 21.080 14.060 10.540 8.430 7.030 6.000 5.270 4.680 4.210 3.830 3.510 310 2.630 4 63x8 U 17.700 76.750 43.170 27.630 19.180 14.090 10.790 8.520 6.900 5.710 4.790 3.520 2.690 96 135 C 26.290 17.530 13.140 10.510 8.760 7.510 6.570 5.890 5.250 4.780 4.380 3.750 3.280 5 63x10 U 206.710 91.870 51.680 22.960 22.960 16.860 12.910 10.200 8.260 6.830 5.740 4.210 3.230 117 167 C 31.470 20.980 15.730 10.490 10.490 8.990 7.860 6.990 6.290 5.720 5.240 4.490 3.930 6 75x6 U 194.590 88.550 49.860 31.910 22.160 16.280 12.460 9.850 7.890 6.590 5.540 4.070 3.110 84 119 C 30.360 20.240 15.180 12.140 10.120 8.670 7.590 6.740 6.070 5.520 5.060 4.330 3.796 8 75x8 U 110.520 62.160 39.780 27.620 20.900 15.450 12.280 9.940 8.210 6.900 5.070 3.880 112 159 C 25.240 18.930 15.140 12.620 10.810 9.460 8.410 7.570 6.880 6.310 5.400 4.730 10 75x10 U 132.300 74.420 47.620 33.070 24.300 18.600 14.700 11.900 9.840 8.260 6.070 4.650 138 197 C 30.210 22.660 18.130 15.100 12.950 11.330 10.070 9.060 8.240 7.550 6.470 5.660 12 100x8 U 196.490 110.530 70.730 19.120 36.090 27.630 21.830 17.680 14.610 12.280 9.020 6.900 146 209 C 44.870 33.650 26.920 22.430 19.230 16.820 14.950 13.460 12.230 11.210 9.610 8.410 13 100x10 U 235.200 132.300 84670 58.800 43.200 33.070 26.130 21.170 17.490 14.700 10.790 8.260 181 260 C 53.710 40.290 32.230 26.860 23.020 20.140 17.900 16.110 14.650 13.420 11.510 10.070 TIPO PLETINA SOPORTANTE RS / TP CARGAS RS / SP

Upload: felipe-carrasco-duran

Post on 22-Dec-2015

216 views

Category:

Documents

1 download

Report

Download

Embed Size (px):

DESCRIPTION

cargasadmisiblesparrillas.pdf

TRANSCRIPT

Carga Admisibles ParrillasTrabajo Pesado EspecialesCLASE RECTANGULAR SOLDADAS RS/TP• PARRILLA CLASE RS/SP, DEBE MULTIPLICARSE EL VALOR POR FACTOR DE CARGA: 0,68• U: CARGA UNIFORME REPARTIDA EN KG/M2• C: CARGA CONCENTRADA EN KG/ML

• LAS CARGAS DADAS, ESTAN BASADAS EN UN ESFUERZO DE TRABAJO DE 1.200 KG/CM2.

LUZ ENTRE APOYOS EN M.M. PESO (KG/M2)

300 450 600 750 900 1000 1200 1400 1500 1600 1800 2100 2500

1 50x6 U 88.660 39.400 22.160 14.180 9.850 7.230 5.540 4.370 3.540 2.930 2.460 1.800 1.310 58 82 C 13.500 8.990 6.750 5.400 4.500 3.850 3.370 2.990 2.690 2.450 2.240 1.920 1.680

2 50x8 U 110.510 49.120 27.620 17.680 12.280 9.020 6.900 5.450 4.420 3.650 3.070 2.250 1.720 77 109 C 16.820 11.210 8.410 6.730 5.600 4.800 4.200 3.730 3.360 3.050 2.800 2.400 2.100

3 63x6 U 138.500 61.550 34.620 22.160 15.390 11.300 8.650 6.830 5.540 4.570 3.840 2.820 2.160 71 101 C 21.080 14.060 10.540 8.430 7.030 6.000 5.270 4.680 4.210 3.830 3.510 310 2.630

4 63x8 U 17.700 76.750 43.170 27.630 19.180 14.090 10.790 8.520 6.900 5.710 4.790 3.520 2.690 96 135 C 26.290 17.530 13.140 10.510 8.760 7.510 6.570 5.890 5.250 4.780 4.380 3.750 3.280

5 63x10 U 206.710 91.870 51.680 22.960 22.960 16.860 12.910 10.200 8.260 6.830 5.740 4.210 3.230 117 167 C 31.470 20.980 15.730 10.490 10.490 8.990 7.860 6.990 6.290 5.720 5.240 4.490 3.930

6 75x6 U 194.590 88.550 49.860 31.910 22.160 16.280 12.460 9.850 7.890 6.590 5.540 4.070 3.110 84 119 C 30.360 20.240 15.180 12.140 10.120 8.670 7.590 6.740 6.070 5.520 5.060 4.330 3.796

8 75x8 U 110.520 62.160 39.780 27.620 20.900 15.450 12.280 9.940 8.210 6.900 5.070 3.880 112 159 C 25.240 18.930 15.140 12.620 10.810 9.460 8.410 7.570 6.880 6.310 5.400 4.730

10 75x10 U 132.300 74.420 47.620 33.070 24.300 18.600 14.700 11.900 9.840 8.260 6.070 4.650 138 197 C 30.210 22.660 18.130 15.100 12.950 11.330 10.070 9.060 8.240 7.550 6.470 5.660

12 100x8 U 196.490 110.530 70.730 19.120 36.090 27.630 21.830 17.680 14.610 12.280 9.020 6.900 146 209 C 44.870 33.650 26.920 22.430 19.230 16.820 14.950 13.460 12.230 11.210 9.610 8.410

13 100x10 U 235.200 132.300 84670 58.800 43.200 33.070 26.130 21.170 17.490 14.700 10.790 8.260 181 260 C 53.710 40.290 32.230 26.860 23.020 20.140 17.900 16.110 14.650 13.420 11.510 10.070

TIP

PLE

TIN

ASO

POR

TAN

/ TP

/ SP

Carga aerea

Paneles con núcleo de cemento aligerado - Isaac Grainger · PDF file Tipo de panel Carga puntual/ Carga concentrada (kN/25mm2)) Carga uniforme/ carga distribuida (kN/m2) Carga Última

carga electrica

Carga fisica