tesis copia.pdf

8/17/2019 tesis copia.pdf

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UNIVERSIDAD NACIONAL AUTÓNOMA DE MÉXICO

FACULTAD DE INGENIERÍA CIVIL

ANÁLISIS Y DISEÑO ESTRUCTURAL DE UNA VIVIENDA MULTIFAMILIARDE MAMPOSTERÍA

T E S I S

QUE PARA OBTENER EL TITULO DE :I N G E N I E R O C I V I L

PRESENTA:PEDRO SALINAS ALVAREZ


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FACULTAD DE INGENIERÍA

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INTRODUCCIÓN

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I. MARCO NORMATIVO

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IV. MODELADO EN PROGRAMA STAAD PRO 2005

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V. COMPORTAMIENTO ESTRUCTURAL DEL MODELO

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VII. CONCLUSIONES

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BIBLIOGRAFÍA

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ANEXOS

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INTRODUCCIÓN

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I. MARCO NORMATIVO

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Compresión,fć (kg/cm2)

Módulo deElasticidadMínimo,

E (kg/cm2)Losa de Cimentación

200 (concreto clase II) 113,000.00Castillos.

150 (concreto clase II) 97,000.00Losa de Entrepiso.

200 (concreto clase II) 113,000.00Losa de azotea.

200 (concreto clase II) 113,000.00

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Mampostería

Resistencia de laMampostería

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e*M SUSTRÒS ^[`[ RSTR TUP[ YR ]U]URMYOS RM Y[MYR NO dR[`RTQaO X NO P[SUÛiM YRN[S RNR`RMT[S YU]US[QU[S ?`\Q[SC SR RSTO_NR^RM POQO P[YRQ YRTRQÙMOQ \M

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NO M[ QRb[QVOYO X Sa RM Ô`_U[ PQRSRMTO \M `Rc[Q ^[`P[QTOÙRMT[ S[_QR T[Y[ OMTRNO PQRSRMÛO YR NOS PQU`RQOS bUS\QOS X P[Q N[ TOMT[ \MO ÒX[Q Y\QO_UNUYOY9 'UMR`_OQd[h RS MR^RSOQU[ dOQOMTUVOQ RSTR TQO_Oc[ `RYUOMTR \M YRTONNOY[ OYR^\OY[ X\MO _\RMO S\PRQ]USUiM YR NO ÒM\bO^T\QO YR N[S `\Q[S9e4OQO T[ÒQ RM ^\RMTO NO UMTRQO^ÛiM S\RN[eRSTQ\^T\QO X P[YRQ `[YRNOQOYR^\OYO`RMTR P[Q `RYU[ YR QRS[QTRS Rk\U]ONRMTRS NO Û`RMTOÛiM RS MR^RSOQU[^[MSUYRQOQ N[S ]ON[QRS YR YRb[QÒÛiM PQRSRMTOY[S RM SUTU[h QRP[QTOY[S P[Q RNRMÔQdOY[ YRN RST\YU[ YR `R^WMUÔ YR S\RN[Sh POQO QRc\STOQ RN `[YRN[9e*N `jT[Y[ YR `[YRNOY[ ^[M RN \S[ YRN PQ[dQOÒ 'TOOY 4Q[ RS ]WNUY[ RM RNUMTRQ]ON[ RNWSTU^[ X M[ PQ[P[QÛ[MO MUMd\MO UMb[QÒÛiM S[_QR RN ^[`P[QTOÙRMT[M[ NUMRON k\R P[Q N[ dRMRQON RS Y[MYR SR PQRSRMTOM N[S PQ[_NRÒS YR OdQURTOÙRMT[P[Q TOMT[ NO ÔPOÛYOY YR YRb[QÒÛiM k\R SR YRSRR PQ[P[QÛ[MOQ ON SUSTRÒ


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BIBLIOGRAFÍA

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ANEXOS

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e*g^RMTQUÛYOY T[QSU[MON90\OMY[ RM \MO RSTQ\^T\QO P[Q NO O^ÛiM SaSÙÔ SR PQRSRMTOM M[ S[N[

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