cargas sobre vigas (pred)

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  • CARGAS VERTICALES SOBRE VIGAS

    PORTICO TRAMOS B H P.P. Vigas Reaccin CorreaReaccin Escalera

    Peso pared W

    A-B = C-D 0.30 0.40 288 905 1193B-C 0.30 0.40 288 905 1193

    A-B = C-D 0.30 0.40 288 940 1228B-C 0.30 0.40 288 950 1238

    A-B = C-D 0.30 0.40 288 917 1205B-C 0.30 0.40 288 773 1061

    A-B = C-D 0.30 0.40 288 727 1015B-C 0.30 0.40 288 0 288

    A Todos 0.30 0.30 216 216B Todos 0.30 0.30 216 216C Todos 0.30 0.30 216 216D Todos 0.30 0.30 216 216

    NIVEL 4

    PORTICO TRAMOS Distancia (m) B H P.P. VigasReaccin

    LosaReaccin Escalera

    Peso pared W P

    A-B = C-D 360 2942 33020.0-2.3, 4.7-7.0 360 1546 1906

    2.3-3.50 360 0 1622 1982A-B = C-D 360 4127 4487

    0.0-2.3, 4.7-7.0 360 4410 47702.3-4.7 360 1529 1889

    A-B 360 3964 43240.0-2.3, 4.7-7.0 360 3891 4251

    2.3-4.7 360 4527 4887A-B 360 2261 2621

    0.0-2.3, 4.7-7.0 360 2274 26342.3-4.7 360 2155 2515

    A Todos 0.30 0.40 288 576 864B Todos 0.30 0.40 288 576 864C Todos 0.30 0.40 288 576 864D Todos 0.30 0.40 288 576 864

    4

    1

    2

    3

    B-C

    B-C 0.30 0.50

    0.30 0.50

    0.30 0.50

    0.30 0.50

    2

    1

    3

    4

    B-C C-D

    B-C C-D

  • CARGAS VERTICALES SOBRE VIGAS

    NIVEL 3

    PORTICO TRAMOS B H P.P. Vigas Reaccin LosaReaccin Escalera

    Peso pared W P

    A-B = C-D 396 2942 33380.0-2.3, 4.7-7.0 396 1546 1942

    2.3-4.7 396 0 1622 2018A-B = C-D 396 4127 4523

    0.0-2.3, 4.7-7.0 396 4410 48062.3-4.7 396 1529 3778 5703

    A-B = C-D 396 3964 43600.0-2.3, 4.7-7.0 396 3891 4287

    2.3-4.7 396 4527 4923A-B = C-D 396 2261 2657

    0.0-2.3, 4.7-7.0 396 2274 26702.3-4.7 396 2155 2551

    A Todos 0.30 0.40 288 486 774B Todos 0.30 0.40 288 486 774C Todos 0.30 0.40 288 486 774D Todos 0.30 0.40 288 486 774

    0.55

    0.30 0.55

    0.30

    0.30 0.55

    0.30 0.55

    B-C4

    1

    2

    3

    B-C

    B-C

    B-C

  • CARGAS VERTICALES SOBRE VIGAS

    NIVEL 2

    PORTICO TRAMOS B H P.P. Vigas Reaccin LosaReaccin Escalera

    Peso pared W P

    A-B = C-D 432 2942 33740.0-2.3, 4.7-7.0 432 1546 1978

    2.3-4.7 432 0 1622 2054A-B = C-D 432 4127 4559

    0.0-2.3, 4.7-7.0 432 4410 48422.3-4.7 432 1529 3778 5739

    A-B = C-D 432 3964 43960.0-2.3, 4.7-7.0 432 3891 4323

    2.3-4.7 432 4527 4959A-B = C-D 432 2261 2693

    0.0-2.3, 4.7-7.0 432 2274 27062.3-4.7 432 2155 2587

    A Todos 0.30 0.45 324 486 810B Todos 0.30 0.45 324 486 810C Todos 0.30 0.45 324 486 810D Todos 0.30 0.45 324 486 810

    0.30

    0.600.30

    0.60

    0.30 0.60

    0.30 0.60B-C

    B-C

    1

    2

    3

    4

    B-C

    B-C

  • CARGAS VERTICALES SOBRE VIGAS

    NIVEL 1

    PORTICO TRAMOS B H P.P. Vigas Reaccin LosaReaccin Escalera

    Peso pared W P

    A-B = C-D 468 3161 36290.0-2.3, 4.7-7.0 468 2298 2766

    2.3-4.7 468 2487 2955A-B = C-D 468 4541 5009

    0.0-2.3, 4.7-7.0 468 3848 43162.3-4.7 468 1676 3778 5922

    A-B = C-D 468 4319 47870.0-2.3, 4.7-7.0 468 4487 4955

    2.3-4.7 468 4942 5410A-B = C-D 468 2531 2999

    0.0-2.3, 4.7-7.0 468 2499 29672.3-4.7 468 2414 2882

    A Todos 0.30 0.50 360 486 846

    B Todos 0.30 0.60 432 486 918P=14142 Kg, y= 1.55 m del

    eje 1

    C Todos 0.30 0.60 432 486 918P=14142 Kg, y= 1.55 m del

    eje 1D Todos 0.30 0.50 360 486 846

    0.65

    4 0.30 0.65

    0.65

    0.65

    0.30

    0.30

    0.30

    B-C

    3

    1

    2 B-C

    B-C

    B-C

  • PREDIMENSIONADO DE VIGAS

    PORTICO 1

    Mmax b (cm) dcalc hcalc h (cm)TECHO 9831 25 34.00 37.00 40

    N4 24898 30 49.39 52.39 55N3 30851 30 54.98 57.98 60N2 34385 30 58.04 61.04 65N1 38139 30 61.13 64.13 65

    PORTICO 2

    Mmax b (cm) dcalc hcalc h (cm)TECHO 9192 25 32.88 35.88 40

    N4 34408 30 58.06 61.06 65N3 39309 35 57.46 60.46 65N2 43954 35 60.76 63.76 65N1 45186 35 61.60 64.60 65

    PORTICO 3

    Mmax b (cm) dcalc hcalc h (cm)TECHO 8792 25 32.15 35.15 40

    N4 31287 30 55.37 58.37 60N3 36120 30 59.49 62.49 65N2 40879 35 58.59 61.59 65N1 45192 35 61.61 64.61 65

    PORTICO 4

    Mmax b (cm) dcalc hcalc h (cm)TECHO 8080 25 30.82 33.82 35

    N4 23622 30 48.11 51.11 55N3 28373 30 52.73 55.73 60N2 32061 30 56.05 59.05 60N1 35365 30 58.87 61.87 65

  • PREDIMENSIONADO DE VIGAS

    PORTICO A

    Mmax b (cm) dcalc hcalc h (cm)TECHO 5219 25 24.77 27.77 30

    N4 13594 30 36.50 39.50 40N3 16885 30 40.67 43.67 45N2 21453 30 45.85 48.85 50N1 22565 30 47.02 50.02 55

    PORTICO B

    Mmax b (cm) dcalc hcalc h (cm)TECHO 5207 25 24.74 27.74 30

    N4 13544 30 36.43 39.43 40N3 16766 30 40.53 43.53 45N2 20622 30 44.95 47.95 50N1 38877 30 61.72 64.72 65

    PORTICO C

    Mmax b (cm) dcalc hcalc h (cm)TECHO 5207 25 24.74 27.74 30

    N4 13544 30 36.43 39.43 40N3 16766 30 40.53 43.53 45N2 20622 30 44.95 47.95 50N1 38877 30 61.72 64.72 65

    PORTICO D

    Mmax b (cm) dcalc hcalc h (cm)TECHO 5219 25 24.77 27.77 30

    N4 13594 30 36.50 39.50 40N3 16885 30 40.67 43.67 45N2 21453 30 45.85 48.85 50N1 22565 30 47.02 50.02 55

  • CONTROL DE DESPLAZAMIENTOS LATERALES

    PORTICO 1

    h e inel /(hi-hi-1) LIMITETECHO 13.8 0.033028 0.11890 0.028223 0.010

    N4 11.1 0.025188 0.09068 0.024360 0.009N3 8.4 0.018422 0.06632 0.027604 0.010N2 5.7 0.010754 0.03871 0.021196 0.008N1 3 0.004866 0.01752 0.017519 0.006N0 0 0.000000 0

    PORTICO 2

    h e inel /(hi-hi-1) LIMITETECHO 14.8 0.031728 0.11422 0.038451 0.010

    N4 11.1 0.021047 0.07577 0.016348 0.006N3 8.4 0.016506 0.05942 0.023738 0.009N2 5.7 0.009912 0.03568 0.019166 0.007N1 3 0.004588 0.01652 0.016517 0.006N0 0 0.000000 0

    PORTICO 3

    h e inel /(hi-hi-1) LIMITETECHO 14.76 0.032439 0.11678 0.038655 0.011

    N4 11.1 0.021701 0.07812 0.017901 0.007N3 8.4 0.016729 0.06022 0.024486 0.009N2 5.7 0.009927 0.03574 0.019214 0.007N1 3 0.004590 0.01652 0.016523 0.006N0 0 0.000000 0

    PORTICO 4

    h e inel /(hi-hi-1) LIMITETECHO 13.8 0.039111 0.14080 0.021631 0.008

    N4 11.1 0.033102 0.11917 0.031153 0.012N3 8.4 0.024448 0.08801 0.035251 0.013N2 5.7 0.014656 0.05276 0.026156 0.010N1 3 0.007391 0.02661 0.026606 0.009N0 0 0.000000 0

    0.018 (Usar 0.015)

    0.018 (Usar 0.015)

    0.018 (Usar 0.015)

    0.018 (Usar 0.015)

  • CONTROL DE DESPLAZAMIENTOS LATERALES

    PORTICO A

    h e inel /(hi-hi-1) LIMITETECHO 15.3 0.044166 0.15900 0.046382 0.011

    N4 11.1 0.031282 0.11262 0.032795 0.012N3 8.4 0.022172 0.07982 0.035735 0.013N2 5.7 0.012246 0.04409 0.026004 0.010N1 3 0.005023 0.01808 0.018081 0.006N0 0 0.000000 0

    PORTICO B

    h e inel /(hi-hi-1) LIMITETECHO 15.3 0.043620 0.15703 0.046379 0.011

    N4 11.1 0.030737 0.11065 0.032743 0.012N3 8.4 0.021642 0.07791 0.035256 0.013N2 5.7 0.011848 0.04265 0.023819 0.009N1 3 0.005232 0.01883 0.018835 0.006N0 0 0.000000 0

    PORTICO C

    h e inel /(hi-hi-1) LIMITETECHO 15.3 0.043620 0.15703 0.046379 0.011

    N4 11.1 0.030737 0.11065 0.032743 0.012N3 8.4 0.021642 0.07791 0.035256 0.013N2 5.7 0.011848 0.04265 0.023819 0.009N1 3 0.005232 0.01883 0.018835 0.006N0 0 0.000000 0

    PORTICO D

    h e inel /(hi-hi-1) LIMITETECHO 15.3 0.044166 0.15900 0.046382 0.011

    N4 11.1 0.031282 0.11262 0.032795 0.012N3 8.4 0.022172 0.07982 0.035735 0.013N2 5.7 0.012246 0.04409 0.026004 0.010N1 3 0.005023 0.01808 0.018081 0.006N0 0 0.000000 0

    0.018 (Usar 0.015)

    0.018 (Usar 0.015)

    0.018 (Usar 0.015)

    0.018 (Usar 0.015)

  • RIGIDECES DE PISO

    PORTICO 1

    NIVEL V Kpi %KrealT 14646 0.033028 0.007840 1868172 30.484 31034 0.025188 0.006767 4586347 24.863 39441 0.018422 0.007668 5143796 24.552 47403 0.010754 0.005888 8051227 24.881 52178 0.004866 0.004866 10722437 26.460 0.000000

    PORTICO 2

    NIVEL V Kpi %KrealT 9764 0.031728 0.010681 914142 14.914 24384 0.021047 0.004541 5369530 29.113 39441 0.016506 0.006594 5981598 28.552 47403 0.009912 0.005324 8903574 27.511 52178 0.004588 0.004588 11372497 28.060 0.000000

    PORTICO 3

    NIVEL V Kpi %KrealT 9764 0.032439 0.010738 909316 14.844 24384 0.021701 0.004972 4903725 26.583 39441 0.016729 0.006802 5798842 27.682 47403 0.009927 0.005337 8881437 27.451 52178 0.004590 0.004590 11368458 28.050 0.000000

    PORTICO 4

    NIVEL V Kpi %KrealT 14646 0.039111 0.006009 2437415 39.774 31034 0.033102 0.008654 3586206 19.443 39441 0.024448 0.009792 4027907 19.222 47403 0.014656 0.007266 6524324 20.161 52178 0.007391 0.007391 7060082 17.420 0.000000

  • RIGIDECES DE PISO

    PORTICO A

    NIVEL V Kpi %KrealT 12205 0.044166 0.012884 947285 25.004 27709 0.031282 0.009110 3041663 24.983 39441 0.022172 0.009927 3973330 24.832 47403 0.012246 0.007223 6562450 23.901 41743 0.005023 0.005023 8310975 20.490 0.000000

    PORTICO B

    NIVEL V Kpi %KrealT 12205 0.043620 0.012883 947346 25.004 27709 0.030737 0.009095 3046505 25.023 39441 0.021642 0.009793 4027319 25.172 47403 0.011848 0.006616 7164484 26.101 62614 0.005232 0.005232 11967770 29.510 0.000000

    PORTICO C

    NIVEL V Kpi %KrealT 12205 0.043620 0.012883 947346 25.004 27709 0.030737 0.009095 3046505 25.023 39441 0.021642 0.009793 4027319 25.172 47403 0.011848 0.006616 7164484 26.101 62614 0.005232 0.005232 11967770 29.510 0.000000

    PORTICO D

    NIVEL V Kpi %KrealT 12205 0.044166 0.012884 947285 25.004 27709 0.031282 0.009110 3041663 24.983 39441 0.022172 0.009927 3973330 24.832 47403 0.012246 0.007223 6562450 23.901 41743 0.005023 0.005023 8310975 20.490 0.000000