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PLACA COLABORANTEPropiedades
- NOTA: PLACA COLABORANTE ESTRUCTURAL
- Acero galvanizado G300s 300Mpa, Equivalente ASTM A 653 ss, Grado 40.- (Fy=2,530 kg/cm²).
- (Fc=210 kg/cm²).
PLACA COLABORANTE
1 1/2"
PROPIEDADES DE LA SECCIÓN (x metro de ancho)
Gage t
mm
A
cm2
Peso
kg/m2
I
cm4
Sp
cm3
Sn
cm3
Vn
kg
Studs
1/m
22 0.75 10.17 7.98 25.23 15.42 11.66 4.715 1.57
20 0.90 12.20 9.58 30.28 18.51 13.99 5.658 1.88
18 1.20 16.27 12.77 40.37 24.67 18.66 7.544 2.51
16 1.50 20.33 15.96 50.47 30.85 23.32 9.430 3.13
PROPIEDADES DE LA SECCIÓN COMPUESTA (x metro de ancho) f' = 210 kg/cm2c
Espesor
cm
Mnf
kg-m
Avc
cm2
Vol
m3/m2
Wc
kg/m2
Sc
cm3
Iav
cm4
Mn0
kg-m
Vnt
kg
Luz máx. sin apuntalamiento (m) Ast
cm2/m1 Luz 2 Luces 3 Luces
22
gage
9 1.239 686 0.067 161 43.51 425 858 8.958 1.94 2.25 2.32 0.39
10 1.440 790 0.077 185 51.77 578 1.021 9.869 1.85 2.15 2.22 0.47
11 1.641 898 0.087 209 60.34 763 1.190 10.580 1.77 2.06 2.13 0.54
12 1.841 1.013 0.097 233 69.14 985 1.363 11.327 1.70 1.98 2.05 0.62
13 2.042 1.133 0.107 257 78.02 1.245 1.539 12.109 1.64 1.91 1.98 0.69
14 2.242 1.258 0.117 281 87.10 1.546 1.718 12.926 1.59 1.85 1.91 0.77
15 2.443 1.388 0.127 305 96.26 1.892 1.898 13.779 1.54 1.80 1.86 0.84
16 2.643 1.525 0.137 329 105.48 2.285 2.080 14.668 1.51 1.74 1.80 0.92
20
gage
9 1.454 686 0.067 161 51.06 453 1.007 8.958 2.18 2.45 2.54 0.39
10 1.695 790 0.077 185 60.84 616 1.200 10.308 2.07 2.35 2.43 0.47
11 1.935 898 0.087 209 71.00 813 1.400 11.523 1.98 2.25 2.33 0.54
12 2.176 1.013 0.097 233 81.46 1.048 1.606 12.270 1.90 2.17 2.24 0.62
13 2.417 1.133 0.107 257 92.04 1.323 1.815 13.052 1.83 2.09 2.16 0.69
14 2.657 1.258 0.117 281 102.87 1.641 2.029 13.869 1.77 2.02 2.09 0.77
15 2.898 1.388 0.127 305 113.71 2.006 2.242 14.722 1.72 1.96 2.03 0.84
16 3.138 1.525 0.137 329 124.74 2.420 2.460 15.611 1.69 1.91 1.97 0.92
18
gage
9 1.856 686 0.067 161 65.48 505 1.291 8.958 2.60 2.82 2.92 0.39
10 2.177 790 0.077 185 78.37 686 1.545 10.308 2.47 2.70 2.79 0.47
11 2.498 898 0.087 209 91.61 904 1.807 11.730 2.35 2.59 2.68 0.54
12 2.819 1.013 0.097 233 105.27 1.164 2.076 13.224 2.26 2.50 2.58 0.62
13 3.139 1.133 0.107 257 119.27 1.467 2.352 14.788 2.17 2.41 2.49 0.69
14 3.460 1.258 0.117 281 133.37 1.818 2.630 15.755 2.10 2.33 2.41 0.77
15 3.781 1.388 0.127 305 147.79 2.219 2.914 16.608 2.04 2.26 2.34 0.84
16 4.102 1.525 0.137 329 162.34 2.673 3.201 17.497 1.99 2.20 2.27 0.92
16
gage
9 2.213 686 0.067 161 79.28 552 1.563 8.958 2.93 3.14 3.25 0.39
10 2.614 790 0.077 185 94.88 749 1.871 10.308 2.81 3.01 3.11 0.47
11 3.015 898 0.087 209 111.29 986 2.195 11.730 2.68 2.89 2.98 0.54
12 3.416 1.013 0.097 233 127.97 1.269 2.524 13.224 2.57 2.78 2.87 0.62
13 3.817 1.133 0.107 257 145.26 1.598 2.865 14.788 2.47 2.68 2.78 0.69
14 4.218 1.258 0.117 281 162.73 1.979 3.209 16.422 2.38 2.60 2.69 0.77
15 4.618 1.388 0.127 305 180.63 2.413 3.562 18.128 2.32 2.52 2.61 0.84
16 5.019 1.525 0.137 329 198.54 2.903 3.915 19.383 2.27 2.45 2.53 0.92
PLACA COLABORANTE
- Losa colaborante con studs instalados
- Losa colaborante sin studs instalados
- Los valores consideran que las deflexiones por carga viva no excederán L/360
- Los valores se reducirán en 10% en caso no se haya provisto acero de temperatura
L, CARGA VIVA UNIFORME, kg/m2
Espesor
cm
Mn
kg-m
Luz entre apoyos (m)
1.60 1.80 2.00 2.20 2.40 2.60 2.80 3.00 3.20 3.40 3.60
22 g
age
9 1.239 1.950 1.785 1.422 1.153 949 790 663 562 478 409 351
10 1.440 1.950 1.950 1.655 1.343 1.105 920 774 655 558 478 41111 1.641 1.950 1.950 1.888 1.532 1.262 1.051 884 749 639 547 470
12 1.841 1.950 1.950 1.950 1.721 1.417 1.181 993 842 718 616 530
13 2.042 1.950 1.950 1.950 1.911 1.574 1.312 1.104 936 798 684 589
14 2.242 1.950 1.950 1.950 1.950 1.729 1.442 1.213 1.029 878 753 648
15 2.443 1.950 1.950 1.950 1.950 1.886 1.572 1.323 1.122 958 822 708
16 2.643 1.950 1.950 1.950 1.950 1.950 1.702 1.433 1.216 1.038 890 767
20 g
age
9 1.454 1.950 1.950 1.689 1.374 1.134 947 799 680 582 501 430
10 1.695 1.950 1.950 1.950 1.605 1.325 1.107 935 795 681 587 50811 1.935 1.950 1.950 1.950 1.835 1.515 1.267 1.070 911 781 673 582
12 2.176 1.950 1.950 1.950 1.950 1.707 1.427 1.206 1.027 880 759 657
13 2.417 1.950 1.950 1.950 1.950 1.898 1.587 1.341 1.143 980 845 732
14 2.657 1.950 1.950 1.950 1.950 1.950 1.747 1.476 1.258 1.079 931 807
15 2.898 1.950 1.950 1.950 1.950 1.950 1.907 1.612 1.374 1.179 1.017 882
16 3.138 1.950 1.950 1.950 1.950 1.950 1.950 1.747 1.489 1.278 1.103 956
18 g
age
9 1.856 1.950 1.950 1.950 1.787 1.481 1.242 1.018 828 682 568 479
10 2.177 1.950 1.950 1.950 1.950 1.741 1.462 1.240 1.061 914 772 65111 2.498 1.950 1.950 1.950 1.950 1.950 1.681 1.427 1.221 1.053 914 797
12 2.819 1.950 1.950 1.950 1.950 1.950 1.901 1.613 1.382 1.192 1.035 903
13 3.139 1.950 1.950 1.950 1.950 1.950 1.950 1.799 1.541 1.330 1.155 1.009
14 3.460 1.950 1.950 1.950 1.950 1.950 1.950 1.950 1.702 1.469 1.276 1.114
15 3.781 1.950 1.950 1.950 1.950 1.950 1.950 1.950 1.862 1.608 1.397 1.220
16 4.102 1.950 1.950 1.950 1.950 1.950 1.950 1.950 1.950 1.746 1.518 1.326
16 g
age
9 2.213 1.950 1.950 1.950 1.950 1.767 1.390 1.113 905 745 621 523
10 2.614 1.950 1.950 1.950 1.950 1.950 1.783 1.510 1.227 1.011 843 71011 3.015 1.950 1.950 1.950 1.950 1.950 1.950 1.754 1.506 1.303 1.110 935
12 3.416 1.950 1.950 1.950 1.950 1.950 1.950 1.950 1.711 1.481 1.291 1.131
13 3.817 1.950 1.950 1.950 1.950 1.950 1.950 1.950 1.916 1.659 1.446 1.268
14 4.218 1.950 1.950 1.950 1.950 1.950 1.950 1.950 1.950 1.837 1.602 1.405
15 4.618 1.950 1.950 1.950 1.950 1.950 1.950 1.950 1.950 1.950 1.757 1.541
16 5.019 1.950 1.950 1.950 1.950 1.950 1.950 1.950 1.950 1.950 1.912 1.678
22 g
age
9 858 1.549 1.197 946 760 618 508 420 350 292 244 204
10 1.021 1.849 1.431 1.132 910 742 610 506 422 354 297 24911 1.190 1.950 1.674 1.325 1.067 870 717 596 498 418 352 296
12 1.363 1.950 1.923 1.523 1.227 1.002 827 689 576 485 409 345
13 1.539 1.950 1.950 1.725 1.391 1.137 940 783 656 553 467 395
14 1.718 1.950 1.950 1.931 1.558 1.275 1.054 879 738 622 526 446
15 1.898 1.950 1.950 1.950 1.726 1.413 1.169 976 820 692 586 498
16 2.080 1.950 1.950 1.950 1.896 1.553 1.286 1.074 903 763 647 550
20 g
age
9 1.007 1.839 1.426 1.130 912 746 617 514 431 363 307 260
10 1.200 1.950 1.706 1.354 1.093 895 741 619 520 440 373 31711 1.400 1.950 1.950 1.586 1.282 1.051 871 729 614 519 441 376
12 1.606 1.950 1.950 1.825 1.477 1.212 1.006 842 710 602 512 437
13 1.815 1.950 1.950 1.950 1.675 1.375 1.142 957 808 686 585 500
14 2.029 1.950 1.950 1.950 1.878 1.543 1.282 1.076 909 772 659 565
15 2.242 1.950 1.950 1.950 1.950 1.710 1.422 1.194 1.009 858 733 629
16 2.460 1.950 1.950 1.950 1.950 1.881 1.565 1.315 1.112 947 810 695
18 g
age
9 1.291 1.950 1.862 1.483 1.203 990 824 693 587 500 428 368
10 1.545 1.950 1.950 1.783 1.448 1.193 994 837 710 606 520 44811 1.807 1.950 1.950 1.950 1.700 1.402 1.170 986 837 716 615 531
12 2.076 1.950 1.950 1.950 1.950 1.618 1.351 1.139 969 829 713 616
13 2.352 1.950 1.950 1.950 1.950 1.839 1.537 1.298 1.104 946 815 705
14 2.630 1.950 1.950 1.950 1.950 1.950 1.725 1.457 1.241 1.064 917 794
15 2.914 1.950 1.950 1.950 1.950 1.950 1.917 1.620 1.380 1.184 1.022 886
16 3.201 1.950 1.950 1.950 1.950 1.950 1.950 1.785 1.522 1.306 1.128 978
16 g
age
9 1.563 1.950 1.950 1.821 1.482 1.224 1.023 864 736 630 543 470
10 1.871 1.950 1.950 1.950 1.782 1.473 1.233 1.042 889 763 659 57111 2.195 1.950 1.950 1.950 1.950 1.737 1.455 1.231 1.051 903 781 678
12 2.524 1.950 1.950 1.950 1.950 1.950 1.680 1.423 1.215 1.046 905 787
13 2.865 1.950 1.950 1.950 1.950 1.950 1.914 1.622 1.387 1.194 1.034 901
14 3.209 1.950 1.950 1.950 1.950 1.950 1.950 1.824 1.560 1.344 1.165 1.015
15 3.562 1.950 1.950 1.950 1.950 1.950 1.950 1.950 1.738 1.499 1.300 1.133
16 3.915 1.950 1.950 1.950 1.950 1.950 1.950 1.950 1.916 1.653 1.435 1.252
PLACA COLABORANTEPropiedades
- NOTA: PLACA COLABORANTE ESTRUCTURAL
- Acero galvanizado G300s 300Mpa, Equivalente ASTM A 653 ss, Grado 40.- (Fy=2,530 kg/cm²).
- (Fc=210 kg/cm²).
PLACA COLABORANTE
50 2"
PROPIEDADES DE LA SECCIÓN (x metro de ancho)
Gage t
mm
A
cm2
Peso
kg/m2
I
cm4
Sp
cm3
Sn
cm3
Vn
kg
Studs
1/m
22 0.75 9.34 7.33 45.28 17.59 18.07 3.037 1.20
20 0.90 11.21 8.80 54.33 21.11 21.68 3.645 1.44
18 1.20 14.94 11.73 72.44 28.14 28.91 4.860 1.92
16 1.50 18.68 14.66 90.55 35.18 36.14 6.074 2.40
PROPIEDADES DE LA SECCIÓN COMPUESTA (x metro de ancho) f' = 210 kg/cm2c
Espesor
cm
Mnf
kg-m
Avc
cm2
Vol
m3/m2
Wc
kg/m2
Sc
cm3
Iav
cm4
Mn0
kg-m
Vnt
kg
Luz máx. sin apuntalamiento (m) Ast
cm2/m1 Luz 2 Luces 3 Luces
22
gage
10 1.268 568 0.075 180 46.18 553 911 6.747 2.03 2.70 2.77 0.37
11 1.452 640 0.085 204 53.54 725 1.056 7.218 1.94 2.59 2.65 0.45
12 1.636 715 0.095 228 61.20 930 1.207 7.707 1.86 2.49 2.55 0.52
13 1.821 793 0.105 252 69.06 1.171 1.362 8.214 1.79 2.40 2.45 0.60
14 2.005 873 0.115 276 77.09 1.450 1.520 8.739 1.73 2.32 2.37 0.67
15 2.189 957 0.125 300 85.31 1.772 1.682 9.282 1.68 2.25 2.30 0.75
16 2.373 1.043 0.135 324 93.62 2.138 1.846 9.844 1.65 2.19 2.23 0.82
17 2.557 1.131 0.145 348 101.99 2.551 2.011 10.423 1.61 2.13 2.17 0.90
20
gage
10 1.494 568 0.075 180 54.41 590 1.073 7.355 2.27 2.95 3.05 0.37
11 1.715 640 0.085 204 63.13 772 1.245 7.826 2.17 2.83 2.93 0.45
12 1.936 715 0.095 228 72.22 989 1.424 8.315 2.08 2.72 2.81 0.52
13 2.158 793 0.105 252 81.58 1.244 1.609 8.822 2.00 2.63 2.72 0.60
14 2.379 873 0.115 276 91.16 1.539 1.798 9.347 1.93 2.54 2.63 0.67
15 2.600 957 0.125 300 100.89 1.878 1.990 9.890 1.87 2.46 2.54 0.75
16 2.821 1.043 0.135 324 110.82 2.263 2.185 10.452 1.83 2.39 2.47 0.82
17 3.042 1.131 0.145 348 120.75 2.697 2.381 11.031 1.80 2.32 2.40 0.90
18
gage
10 1.921 568 0.075 180 70.23 658 1.385 7.420 2.70 3.39 3.51 0.37
11 2.216 640 0.085 204 81.63 860 1.610 8.362 2.57 3.26 3.37 0.45
12 2.510 715 0.095 228 93.47 1.099 1.843 9.340 2.46 3.13 3.24 0.52
13 2.805 793 0.105 252 105.71 1.379 2.085 10.037 2.37 3.02 3.13 0.60
14 3.099 873 0.115 276 118.26 1.704 2.332 10.562 2.28 2.92 3.02 0.67
15 3.394 957 0.125 300 131.18 2.075 2.587 11.105 2.21 2.83 2.93 0.75
16 3.689 1.043 0.135 324 144.15 2.496 2.843 11.667 2.16 2.75 2.85 0.82
17 3.983 1.131 0.145 348 157.25 2.970 3.101 12.246 2.12 2.68 2.77 0.90
16
gage
10 2.312 568 0.075 180 85.44 721 1.685 7.420 3.08 3.78 3.91 0.37
11 2.680 640 0.085 204 99.40 940 1.960 8.362 2.93 3.63 3.75 0.45
12 3.048 715 0.095 228 113.95 1.199 2.247 9.340 2.80 3.49 3.61 0.52
13 3.417 793 0.105 252 129.05 1.504 2.545 10.354 2.69 3.37 3.48 0.60
14 3.785 873 0.115 276 144.59 1.855 2.851 11.404 2.59 3.26 3.37 0.67
15 4.153 957 0.125 300 160.30 2.257 3.161 12.319 2.51 3.16 3.27 0.75
16 4.522 1.043 0.135 324 176.42 2.712 3.479 12.881 2.46 3.07 3.17 0.82
PLACA COLABORANTE
- Losa colaborante con studs instalados
- Losa colaborante sin studs instalados
- Los valores consideran que las deflexiones por carga viva no excederán L/360
- Los valores se reducirán en 10% en caso no se haya provisto acero de temperatura
17 4.890 1.131 0.145 348 192.73 3.223 3.801 13.460 2.41 2.99 3.09 0.90
6
PLACA COLABORANTEPropiedades
L, CARGA VIVA UNIFORME, kg/m 2
Espesor
cm
Mn
kg-m
Luz entre apoyos (m)
2.00 2.20 2.40 2.60 2.80 3.00 3.20 3.40 3.60 3.80 4.00
22 g
age
10 1.268 1.444 1.169 960 797 668 563 478 407 348 298 255
11 1.452 1.656 1.341 1.101 915 767 648 550 469 401 344 29512 1.636 1.868 1.513 1.243 1.033 866 732 622 531 454 389 334
13 1.821 1.950 1.686 1.386 1.152 966 817 694 593 508 436 374
14 2.005 1.950 1.858 1.527 1.270 1.066 901 766 654 561 481 414
15 2.189 1.950 1.950 1.669 1.388 1.165 985 838 716 614 527 453
16 2.373 1.950 1.950 1.811 1.506 1.264 1.069 910 777 667 573 493
17 2.557 1.950 1.950 1.950 1.624 1.364 1.154 982 839 719 618 532
20 g
age
10 1.494 1.726 1.402 1.155 963 811 688 588 504 435 376 325
11 1.715 1.950 1.612 1.329 1.109 934 793 678 582 502 434 37612 1.936 1.950 1.822 1.503 1.254 1.057 898 768 660 569 493 427
13 2.158 1.950 1.950 1.678 1.400 1.181 1.003 858 738 637 551 479
14 2.379 1.950 1.950 1.851 1.546 1.303 1.108 948 815 704 610 530
15 2.600 1.950 1.950 1.950 1.691 1.426 1.213 1.038 893 771 669 581
16 2.821 1.950 1.950 1.950 1.837 1.549 1.317 1.128 970 839 727 632
17 3.042 1.950 1.950 1.950 1.950 1.672 1.422 1.218 1.048 906 786 683
18 g
age
10 1.921 1.950 1.841 1.524 1.277 1.081 923 794 687 597 521 455
11 2.216 1.950 1.950 1.762 1.477 1.251 1.069 920 796 693 605 53012 2.510 1.950 1.950 1.950 1.677 1.421 1.214 1.046 906 788 689 604
13 2.805 1.950 1.950 1.950 1.877 1.591 1.360 1.172 1.015 884 773 679
14 3.099 1.950 1.950 1.950 1.950 1.760 1.506 1.297 1.124 980 857 752
15 3.394 1.950 1.950 1.950 1.950 1.931 1.652 1.423 1.234 1.075 941 827
16 3.689 1.950 1.950 1.950 1.950 1.950 1.797 1.549 1.344 1.171 1.025 901
17 3.983 1.950 1.950 1.950 1.950 1.950 1.943 1.675 1.453 1.267 1.109 975
16 g
age
10 2.312 1.950 1.950 1.861 1.564 1.328 1.138 974 812 684 581 498
11 2.680 1.950 1.950 1.950 1.818 1.545 1.325 1.144 995 870 758 65012 3.048 1.950 1.950 1.950 1.950 1.762 1.511 1.306 1.136 994 873 770
13 3.417 1.950 1.950 1.950 1.950 1.950 1.698 1.468 1.278 1.118 983 868
14 3.785 1.950 1.950 1.950 1.950 1.950 1.885 1.630 1.419 1.242 1.092 965
15 4.153 1.950 1.950 1.950 1.950 1.950 1.950 1.792 1.560 1.366 1.202 1.062
16 4.522 1.950 1.950 1.950 1.950 1.950 1.950 1.950 1.702 1.490 1.312 1.159
17 4.890 1.950 1.950 1.950 1.950 1.950 1.950 1.950 1.843 1.614 1.421 1.256
22 g
age
10 911 998 800 650 533 440 365 304 253 210 174 144
11 1.056 1.161 932 758 622 514 428 357 298 248 207 17112 1.207 1.332 1.070 871 716 593 494 412 345 289 241 200
13 1.362 1.507 1.212 987 812 674 562 470 394 330 277 231
14 1.520 1.687 1.357 1.106 911 756 631 529 444 373 313 262
15 1.682 1.872 1.507 1.229 1.013 842 703 590 497 418 351 295
16 1.846 1.950 1.658 1.353 1.116 928 777 652 549 463 390 328
17 2.011 1.950 1.810 1.479 1.220 1.016 850 715 603 509 429 361
20 g
age
10 1.073 1.200 967 790 652 543 454 382 322 272 230 194
11 1.245 1.396 1.126 921 761 634 532 448 379 321 271 22912 1.424 1.602 1.293 1.058 876 730 613 518 438 372 315 267
13 1.609 1.816 1.466 1.201 994 830 698 590 500 425 361 307
14 1.798 1.950 1.644 1.347 1.116 933 785 664 564 480 409 348
15 1.990 1.950 1.824 1.496 1.240 1.037 874 740 629 536 457 390
16 2.185 1.950 1.950 1.647 1.366 1.144 964 817 695 593 507 433
17 2.381 1.950 1.950 1.799 1.493 1.251 1.055 895 762 651 557 476
18 g
age
10 1.385 1.587 1.287 1.058 880 739 625 532 455 390 336 289
11 1.610 1.851 1.501 1.236 1.029 865 732 624 534 459 395 34112 1.843 1.950 1.724 1.420 1.183 995 844 720 617 531 458 396
13 2.085 1.950 1.950 1.612 1.344 1.132 960 820 704 606 524 454
14 2.332 1.950 1.950 1.808 1.509 1.271 1.080 923 793 684 591 513
15 2.587 1.950 1.950 1.950 1.679 1.416 1.203 1.029 885 764 662 574
16 2.843 1.950 1.950 1.950 1.851 1.561 1.327 1.136 978 845 732 636
17 3.101 1.950 1.950 1.950 1.950 1.708 1.453 1.244 1.071 926 804 699
16 g
age
10 1.685 1.950 1.594 1.316 1.100 928 790 677 583 504 437 380
11 1.960 1.950 1.861 1.537 1.285 1.086 925 793 684 592 514 44812 2.247 1.950 1.950 1.768 1.480 1.251 1.066 915 790 685 596 520
13 2.545 1.950 1.950 1.950 1.682 1.423 1.214 1.042 901 782 681 595
14 2.851 1.950 1.950 1.950 1.890 1.600 1.366 1.174 1.015 882 769 673
15 3.161 1.950 1.950 1.950 1.950 1.780 1.520 1.307 1.131 983 858 752
16 3.479 1.950 1.950 1.950 1.950 1.950 1.679 1.444 1.251 1.088 950 833
17 3.801 1.950 1.950 1.950 1.950 1.950 1.839 1.584 1.372 1.194 1.044 916
PLACA COLABORANTE
- Losa colaborante con studs instalados
- Losa colaborante sin studs instalados
- Los valores consideran que las deflexiones por carga viva no excederán L/360
- Los valores se reducirán en 10% en caso no se haya provisto acero de temperatura
7
TECNOTECHO TR-7
PROPIEDADES DE LA SECCIÓN (x metro de ancho)
Gaget
mm
A
cm2
Peso
kg/m2
I
cm4
Sp
cm3
Sn
cm3
26 0.45 6.00 4.71 14.80 6.60 9.51
25 0.50 6.67 5.24 16.44 7.33 10.56
24 0.60 8.00 6.28 19.73 8.79 12.68
22 0.80 10.67 8.38 26.31 11.73 16.91
L, CARGA VIVA UNIFORME, kg/m 2
Espesor
(mm)
Nº Tramos
Luz entre apoyos (m)
1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00 3.25 3.50
0.45
1 730 465 322 215 142 98 70 52 39 -- --
2 1,054 673 466 341 260 204 164 132 100 78 61
3 1,143 730 505 370 273 190 137 102 77 60 47
0.5
1 810 516 357 238 158 109 78 57 42 32 --
2 1,170 747 517 378 288 226 182 146 111 86 68
3 1,269 810 561 410 303 211 152 113 86 66 52
0.6
1 972 619 428 286 189 131 94 69 51 39 --
2 1,405 897 621 454 346 272 219 175 133 103 81
3 1,522 972 673 492 364 253 183 136 103 79 62
0.8
1 1,297 827 572 382 253 175 125 92 69 52 40
2 1,874 1,196 828 606 462 363 292 234 178 138 109
3 2,032 1,297 898 657 486 338 244 181 138 106 83
- Acero ASTM A792, grado 33. Fy=2,320 kg/cm2
- Las cargas se han calculado considerando que la sección es totalment efectiva y que la deflexión máxima por carga viva es L/200
8
- Las cargas vivas son netas. El peso propio del panel ha sido incluido en la verificación de resistencia y deflexiones.
9
PERFILES PARA DRYWALL
PARANTES DRYWALL
9
PERFILES PARA DRYWALL
RIELES DRYWALL
1
1
1
1
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2
V 02 DIC 06
