proyeccto estructuras mismis
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Nod L/C altura m Max x mm Max z mm 7 1 SISMO X 3.50 2.227 -0.104 7 2 SISMO Z 3.50 -0.225 2.315 9 1 SISMO X 3.50 11.764 -0.472 9 2 SISMO Z 3.50 -1.263 17.049 10 1 SISMO X 3.50 24.944 -1.097 10 2 SISMO Z 2.86 -2.76 35.092 11 1 SISMO X 2.86 38.941 -2.164 11 2 SISMO Z 2.86 -4.188 53.692 12 1 SISMO X 2.86 52.464 -3.254 12 2 SISMO Z 2.86 -5.41 71.412 13 1 SISMO X 2.86 64.699 -4.157 13 2 SISMO Z 2.86 -6.367 87.431 14 1 SISMO X 2.86 75.145 -4.82 14 2 SISMO Z 2.86 -7.036 101.246 15 1 SISMO X 2.86 83.939 -5.371 15 2 SISMO Z 2.86 -7.473 112.778 16 1 SISMO X 2.86 91.136 -5.797 16 2 SISMO Z 2.86 -7.818 122.208 71 1 SISMO X 2.86 2.274 0.027 71 2 SISMO Z 2.86 -0.212 2.914 72 1 SISMO X 2.86 11.901 0.13 72 2 SISMO Z 2.86 -1.205 14.993 73 1 SISMO X 2.86 24.955 0.257 73 2 SISMO Z 2.86 -2.751 30.75 74 1 SISMO X 2.86 38.95 0.396 74 2 SISMO Z 2.86 -4.188 47.286 75 1 SISMO X 2.86 52.474 0.534 75 2 SISMO Z 2.86 -5.408 63.184
description
proyecto de diseño de elementos de concreto de una edificacion
Transcript of proyeccto estructuras mismis
Hoja1NodL/Caltura mMax x mmMax z mmEjeNivelDeriva xDeriva zChequeo zChequeo x71 SISMO X3.502.227-0.104A1S2.227 mm2.315 mmCumple xCumple z72 SISMO Z3.50-0.2252.315A191 SISMO X3.5011.764-0.472A119.537 mm14.734 mmCumple xCumple z92 SISMO Z3.50-1.26317.049A1101 SISMO X3.5024.944-1.097A1213.180 mm18.043 mmCumple xCumple z102 SISMO Z2.86-2.7635.092A1111 SISMO X2.8638.941-2.164A1313.997 mm18.600 mmCumple xCumple z112 SISMO Z2.86-4.18853.692A1121 SISMO X2.8652.464-3.254A1413.523 mm17.720 mmCumple xCumple z122 SISMO Z2.86-5.4171.412A1131 SISMO X2.8664.699-4.157A1512.235 mm16.019 mmCumple xCumple z132 SISMO Z2.86-6.36787.431A1141 SISMO X2.8675.145-4.82A1610.446 mm13.815 mmCumple xCumple z142 SISMO Z2.86-7.036101.246A1151 SISMO X2.8683.939-5.371A178.794 mm11.532 mmCumple xCumple z152 SISMO Z2.86-7.473112.778A1161 SISMO X2.8691.136-5.797A187.197 mm9.430 mmCumple xCumple z162 SISMO Z2.86-7.818122.208A1711 SISMO X2.862.2740.027A5S2.274 mm2.914 mmCumple xCumple z712 SISMO Z2.86-0.2122.914A5721 SISMO X2.8611.9010.13A519.627 mm12.079 mmCumple xCumple z722 SISMO Z2.86-1.20514.993A5731 SISMO X2.8624.9550.257A5213.054 mm15.757 mmCumple xCumple z732 SISMO Z2.86-2.75130.75A5741 SISMO X2.8638.950.396A5313.995 mm16.536 mmCumple xCumple z742 SISMO Z2.86-4.18847.286A5751 SISMO X2.8652.4740.534A5413.524 mm15.898 mmCumple xCumple z752 SISMO Z2.86-5.40863.184A5761 SISMO X2.8664.7060.652A5512.232 mm14.496 mmCumple xCumple z762 SISMO Z2.86-6.36477.68A5771 SISMO X2.8675.1650.729A5610.459 mm12.689 mmCumple xCumple z772 SISMO Z2.86-7.03390.369A5781 SISMO X2.8683.9720.754A578.807 mm10.785 mmCumple xCumple z782 SISMO Z2.86-7.472101.154A5791 SISMO X2.8691.0360.719A587.064 mm9.290 mmCumple xCumple z792 SISMO Z2.86-7.799110.444A59061 SISMO X2.862.2430.09B'9S2.243 mm2.580 mmCumple xCumple z9062 SISMO Z2.86-0.0762.58B'99071 SISMO X2.8611.7120.609B'919.469 mm10.529 mmCumple xCumple z9072 SISMO Z2.86-0.46213.109B'99081 SISMO X2.8624.4011.635B'9212.689 mm13.509 mmCumple xCumple z9082 SISMO Z2.86-1.07526.618B'99091 SISMO X2.8637.9142.999B'9313.513 mm14.285 mmCumple xCumple z9092 SISMO Z2.86-1.64640.903B'99101 SISMO X2.8650.9454.387B'9413.031 mm13.969 mmCumple xCumple z9102 SISMO Z2.86-2.12254.872B'99111 SISMO X2.8662.7685.558B'9511.823 mm12.979 mmCumple xCumple z9112 SISMO Z2.86-2.47467.851B'99121 SISMO X2.8672.926.374B'9610.152 mm11.600 mmCumple xCumple z9122 SISMO Z2.86-2.70379.451B'99131 SISMO X2.8681.4757.025B'978.555 mm10.141 mmCumple xCumple z9132 SISMO Z2.86-2.86389.592B'99141 SISMO X2.8688.6597.555B'987.184 mm8.694 mmCumple xCumple z9142 SISMO Z2.86-2.98998.286B'952561 SISMO X2.862.17-0.066E1S2.170 mm1.787 mmCumple xCumple z52562 SISMO Z2.860.2591.787E152581 SISMO X2.8611.212-0.47E119.042 mm14.817 mmCumple xCumple z52582 SISMO Z2.861.04916.604E152591 SISMO X2.8623.338-1.097E1212.126 mm18.488 mmCumple xCumple z52592 SISMO Z2.862.21935.092E152601 SISMO X2.8635.907-2.164E1312.569 mm18.600 mmCumple xCumple z52602 SISMO Z2.863.32653.692E152611 SISMO X2.8647.974-3.254E1412.067 mm17.720 mmCumple xCumple z52612 SISMO Z2.864.30771.412E152621 SISMO X2.8658.991-4.157E1511.017 mm16.019 mmCumple xCumple z52622 SISMO Z2.865.13787.431E152631 SISMO X2.8668.568-4.82E169.577 mm13.815 mmCumple xCumple z52632 SISMO Z2.865.769101.246E152641 SISMO X2.8676.656-5.371E178.088 mm11.532 mmCumple xCumple z52642 SISMO Z2.866.15112.778E152651 SISMO X2.8683.233-5.796E186.577 mm9.431 mmCumple xCumple z52652 SISMO Z2.866.425122.209E153101 SISMO X2.862.2350.01E4S2.235 mm3.102 mmCumple xCumple z53102 SISMO Z2.860.283.102E453111 SISMO X3.5011.343-0.015E419.108 mm12.462 mmCumple xCumple z53112 SISMO Z3.500.9915.564E453121 SISMO X2.8623.338-0.161E4211.995 mm16.624 mmCumple xCumple z53122 SISMO Z2.862.21932.188E453131 SISMO X2.8635.907-0.394E4312.569 mm17.121 mmCumple xCumple z53132 SISMO Z2.863.32649.309E453141 SISMO X2.8647.974-0.635E4412.067 mm16.434 mmCumple xCumple z53142 SISMO Z2.864.30765.743E453151 SISMO X2.8658.991-0.827E4511.017 mm14.977 mmCumple xCumple z53152 SISMO Z2.865.13780.72E453161 SISMO X2.8668.568-0.984E469.577 mm13.056 mmCumple xCumple z53162 SISMO Z2.865.76993.776E453171 SISMO X2.8676.656-1.123E478.088 mm11.055 mmCumple xCumple z53172 SISMO Z2.866.15104.831E453181 SISMO X2.8683.09-1.188E486.434 mm7.846 mmCumple xCumple z53182 SISMO Z2.866.417112.677E454931 SISMO X3.52.1930.09E9S2.193 mm2.574 mmCumple xCumple z54932 SISMO Z3.50.1712.574E954941 SISMO X3.511.3430.609E919.150 mm10.535 mmCumple xCumple z54942 SISMO Z3.50.9913.109E954951 SISMO X2.8623.3381.635E9211.995 mm13.509 mmCumple xCumple z54952 SISMO Z2.862.21926.618E954961 SISMO X2.8635.9072.999E9312.569 mm14.285 mmCumple xCumple z54962 SISMO Z2.863.32640.903E954971 SISMO X2.8647.9744.387E9412.067 mm13.969 mmCumple xCumple z54972 SISMO Z2.864.30754.872E954981 SISMO X2.8658.9915.558E9511.017 mm12.979 mmCumple xCumple z54982 SISMO Z2.865.13767.851E954991 SISMO X2.8668.5686.374E969.577 mm11.600 mmCumple xCumple z54992 SISMO Z2.865.76979.451E955001 SISMO X2.8676.6567.025E978.088 mm10.141 mmCumple xCumple z55002 SISMO Z2.866.1589.592E955011 SISMO X2.8683.1427.559E986.486 mm8.701 mmCumple xCumple z55012 SISMO Z2.866.37698.293E9
Hoja2DISEO ZAPATAS
NodeForce-Y Mton5319155.984TIPO 33595153.584TIPO
12522141.2442558138.9643617136.6513653130.898482120.4413585120.1443531118.8202568116.7352621113.856536113.8263575111.5663627111.391526110.1742548109.9112532108.1273643107.2463553106.8755456105.735504104.9432585103.548530998.262259598.105261195.4756094.612549287.115TIPO
2525582.224529981.356680.7615079.33286979.126546677.844548275.359527774.44290571.852870.48772169.7897065.34787963.52489561.80454653.21ZAPATA
TIPO 3DATOS DEL SUELOZAPATA TIPO 2ZAPATA TIPO 1P1=
Hector: Carga sobre la zapata incluye 10% peso propio
156TONsadm=47.05Ton/m2P2
Hector: Carga sobre zapata incluye 10% peso
propio88.00TONP=154.00tsadm=
Hector: Esfuerzo admisible del sueloPARA COMBINACIONES CON
SISMO47.05Ton/m2b=
Hector: b zapata DIMENSION PARALELA A VIGA
BALANCEO1.70msadm=47.05Ton/m2A=
Hector: Area requerida-0.84m2Areq=0.33m2sadm=
Hector: Esfuerzo admisible del suelo PARA CARGAS
GRAVITACIONALES47.05Ton/m2c=
Hector: c de zapata DIM TRANSVERSAL A VIGA DE BALANCEO3.60ma=
Hector: Ancho de zapata
requeridoERROR:#NUM!m2Lado=0.572mbCOL=
Hector: b columna DIM COL PARALELO A VIGA
BALANCEO0.35mAreqcal=6.03m2Dimensiones adoptadasDimensiones
adoptadase=
Hector: excentricidad0.675mbcal=1.74maL=
Hector: dimension zapata sentido viga balanceo0.90maL=
Hector: dimension zapata sentido viga balanceo1300mmL=
Hector: Hector:distancia entre ejes de
columnas1.5mccal=3.47mat=
Hector: Dimension zapata sentido perpendicular a vigade
balanceo1.80mat=
Hector: Dimension zapata sentido perpendicular a vigade
balanceo1300mmd=1.525mscontacto=-24.467Ton/m2ok
scontacto=-244.669KN/m2ok L-d=-0.025mL-e=0.825mDISEO
ZAPATADR=
Hector: Contrapeso requerido127.64Tonc=
Hector: Ancho de zapata c requerido3.55mREVISION CORTANTE
(NSR-10)REVISION CORTANTE ( NSR-10)DIMENSIONES REQUERIDASACCION EN
DOS DIRECCIONESACCION EN DOS DIRECCIONESb=1.70al(col)=
Hector: Dimension columna en el sentido viga
balanceo0.65mal(col)=650mmc=3.60at(col)
Hector: Dimension coluna en el sentido perpendicular a la viga de
balanceo0.5mat(col)500mmb/c=0.47okhzap=0.4mhzap=400mmscontacto=46.35Ton/m2ok
d'zap=0.05md'zap=40mmdzap=0.35mdzap=350mmDISENO DE ZAPATASArea
cortante(d/2)=
Hector: Tomado de esquemas0.38m2Area
cortante(d/2)=0.56m2d/2=0.175CORTANTEVd=-9.4tonVd/2=-137.6KNLx=AREARevision
al borde de la vigaVu=-15.98tonVu=-206.3KN0.03365384620.38Ancho
Viga balanceo=6mat(d/2)=
Hector: Dimension resistente a cortante a d/2 tomado de
esquemas0.00m0.91-0.10c'=
Hector: Distancia delde la cara de la viga de borde al extremo de
la
zapata-1.20mvu(d/2)=ERROR:#DIV/0!ton/m2hzap=0.40mvu(d/2)=ERROR:#DIV/0!kg/cm2rec=0.07mf'czap=210.00kg/cm2f'czap=21Mpadzap=0.33mdim
max col=0.65mVd(bv)=
Hector: Cortante al borde de la viga-94.55tondim min
col=0.5mchequeo 1chequeo 2chequeo
3Vu(bv)=-160.73tonb=1.3b=1.300as=20critvu(bv)=-286.50ton/m2=-28.65Kg/cm2
