089 scala 2 · 06 schemi strutturali posti alla base dei calcoli

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06 SCHEMI STRUTTURALI POSTI ALLA BASE DEI CALCOLI

INDICE GEOMETRIA – FORMA NUMERICA ............................................................................................................. 2 Elenco vincoli nodi........................................................................................................................................................................ 2 Elenco nodi ................................................................................................................................................................................... 2 Elenco materiali ............................................................................................................................................................................ 3 Elenco sezioni aste ........................................................................................................................................................................ 3 Elenco vincoli aste ........................................................................................................................................................................ 4 Elenco aste .................................................................................................................................................................................... 4 GEOMETRIA – FORMA GRAFICA ................................................................................................................. 9 Schema di calcolo – Sezioni .......................................................................................................................................................... 9 Schema di calcolo – Vincoli interni ............................................................................................................................................ 10 Schema di calcolo – Numerazione nodi telai nei piani paralleli ad (X,Z) .................................................................................. 11 Schema di calcolo – Numerazione nodi telai nei piani paralleli ad (Y,Z) .................................................................................. 17 Schema di calcolo – Numerazione aste telai nei piani paralleli ad (X,Z) ................................................................................... 19 Schema di calcolo – Numerazione aste telai nei piani paralleli ad (Y,Z) ................................................................................... 25

Scala 2 per Palazzo TELECOM in Via della Stazione Tuscolana, Roma pag. 1


06 SCHEMI STRUTTURALI POSTI ALLA BASE DEI CALCOLI

Geometria – FORMA NUMERICA Elenco vincoli nodi Simbologia Vn = Numero del vincolo nodo Comm. = Commento Sx = Spostamento in dir. X (L=libero, B=bloccato, E=elastico) Sy = Spostamento in dir. Y (L=libero, B=bloccato, E=elastico) Sz = Spostamento in dir. Z (L=libero, B=bloccato, E=elastico) Rx = Rotazione intorno all'asse X (L=libera, B=bloccata, E=elastica) Ry = Rotazione intorno all'asse Y (L=libera, B=bloccata, E=elastica) Rz = Rotazione intorno all'asse Z (L=libera, B=bloccata, E=elastica) RL = Rotazione libera Ly = Lunghezza (dir. Y locale) Lz = Larghezza (dir. Z locale) Kt = Coeff. di sottofondo su suolo elastico alla Winkler Vn

Comm.

1 Libero

Sx Sy Sz Rx Ry Rz RL Ly Lz Kt <m> <m> <daN/cmc> L L L L L L

Vn

Comm.

Sx Sy Sz Rx Ry Rz RL Ly Lz Kt <m> <m> <daN/cmc> 2 Incastro B B B B B B

Elenco nodi Simbologia Nodo = Numero del nodo X = Coordinata X del nodo Y = Coordinata Y del nodo Z = Coordinata Z del nodo Imp. = Numero dell'impalcato Vn = Numero del vincolo nodo Nodo

X Y <m> <m> -12 5.70 2.98 -8 5.70 2.98 -4 5.70 2.98 1 0.00 0.00 5 2.85 0.00 9 2.85 0.00 13 0.00 1.49 17 1.08 0.22 21 1.52 1.64 25 2.85 2.98 29 2.85 0.00 33 1.08 1.34 37 1.52 2.76 41 0.00 1.49 45 1.08 0.22 49 1.52 1.64 53 2.85 2.98 57 0.00 0.22 61 0.00 1.64 65 0.00 2.98 69 0.00 1.49 73 0.00 1.34 77 0.00 2.76 81 2.85 2.98 103 0.00 2.98 203 0.00 2.98 207 4.98 1.34 303 0.00 2.98 307 4.08 1.34 311 5.42 2.76 403 0.00 2.98 407 4.08 1.34 411 4.52 2.76 503 0.00 2.98 507 4.08 1.34 511 4.52 2.76 603 0.00 2.98 607 4.09 1.34 611 4.52 2.76 703 0.00 2.98

Z Imp. Vn <m> 19.68 0 1 13.28 0 1 7.78 0 1 0.00 0 2 1.51 0 1 4.93 0 1 7.88 0 1 8.93 0 1 8.92 0 1 8.93 0 1 12.65 0 1 12.65 0 1 12.65 0 1 15.10 0 1 15.91 0 1 15.91 0 1 15.91 0 1 19.14 0 1 19.14 0 1 19.14 0 1 21.57 0 1 22.38 0 1 22.38 0 1 22.38 0 1 3.03 0 1 6.83 0 1 6.83 0 1 11.02 0 1 11.02 0 1 11.02 0 1 14.29 0 1 14.29 0 1 14.29 0 1 17.53 0 1 17.53 0 1 17.53 0 1 20.77 0 1 20.77 0 1 20.77 0 1 23.99 0 1

Nodo

X Y <m> <m> -11 0.00 2.98 -7 0.00 2.98 -3 0.00 2.98 2 5.70 0.00 6 0.00 1.49 10 0.00 1.49 14 0.00 0.00 18 0.00 1.34 22 0.00 2.76 26 0.00 1.49 30 0.00 0.22 34 0.00 1.64 38 0.00 2.98 42 0.00 0.00 46 0.00 1.34 50 0.00 2.76 54 0.00 1.49 58 1.08 0.22 62 1.52 1.64 66 2.85 0.00 70 0.00 0.00 74 1.08 1.34 78 1.52 2.76 82 0.00 1.49 104 5.70 2.98 204 5.70 2.98 208 5.70 1.34 304 5.70 2.98 308 5.70 1.34 312 5.70 2.76 404 5.70 2.98 408 5.70 1.34 412 5.70 2.76 504 5.70 2.98 508 5.70 1.34 512 5.70 2.76 604 5.70 2.98 608 5.70 1.34 612 5.70 2.76 704 5.70 2.98

Z Imp. Vn <m> 19.68 0 1 13.28 0 1 7.78 0 1 0.00 0 2 1.51 0 1 4.93 0 1 8.93 0 1 8.93 0 1 8.93 0 1 9.97 0 1 12.65 0 1 12.65 0 1 12.65 0 1 15.91 0 1 15.91 0 1 15.91 0 1 16.72 0 1 19.14 0 1 19.14 0 1 19.15 0 1 22.38 0 1 22.38 0 1 22.38 0 1 23.18 0 1 3.03 1 1 6.83 2 1 6.83 0 1 11.02 3 1 11.02 0 1 11.02 0 1 14.29 4 1 14.29 0 1 14.29 0 1 17.53 5 1 17.53 0 1 17.53 0 1 20.77 6 1 20.77 0 1 20.77 0 1 23.99 7 1

Nodo

X Y <m> <m> -10 5.70 0.00 -6 5.70 0.00 -2 5.70 0.00 3 0.00 2.98 7 5.70 1.49 11 5.70 1.49 15 2.85 0.00 19 1.08 1.34 23 1.52 2.76 27 0.00 1.49 31 1.08 0.22 35 1.52 1.64 39 2.85 2.98 43 2.85 0.00 47 1.08 1.34 51 1.52 2.76 55 0.00 1.49 59 0.00 1.34 63 0.00 2.76 67 2.85 2.98 71 0.00 0.22 75 0.00 1.64 79 0.00 2.98 101 0.00 0.00 201 0.00 0.00 205 4.98 0.22 301 0.00 0.00 305 4.08 0.22 309 5.42 1.64 401 0.00 0.00 405 4.08 0.22 409 4.52 1.64 501 0.00 0.00 505 4.08 0.22 509 4.52 1.64 601 0.00 0.00 605 4.09 0.22 609 4.52 1.64 701 0.00 0.00 705 4.52 1.64

Z Imp. Vn <m> 19.68 0 1 13.28 0 1 7.78 0 1 0.00 0 2 1.51 0 1 4.93 0 1 8.93 0 1 8.93 0 1 8.92 0 1 11.84 0 1 12.65 0 1 12.65 0 1 12.65 0 1 15.91 0 1 15.91 0 1 15.91 0 1 18.34 0 1 19.14 0 1 19.14 0 1 19.15 0 1 22.38 0 1 22.38 0 1 22.38 0 1 3.03 0 1 6.83 0 1 6.83 0 1 11.02 0 1 11.02 0 1 11.02 0 1 14.29 0 1 14.29 0 1 14.29 0 1 17.53 0 1 17.53 0 1 17.53 0 1 20.77 0 1 20.77 0 1 20.77 0 1 23.99 0 1 23.99 0 1

Nodo

X Y <m> <m> -9 0.00 0.00 -5 0.00 0.00 -1 0.00 0.00 4 5.70 2.98 8 2.85 2.98 12 2.85 2.98 16 0.00 0.22 20 0.00 1.64 24 0.00 2.98 28 0.00 0.00 32 0.00 1.34 36 0.00 2.76 40 0.00 1.49 44 0.00 0.22 48 0.00 1.64 52 0.00 2.98 56 0.00 0.00 60 1.08 1.34 64 1.52 2.76 68 0.00 1.49 72 1.08 0.22 76 1.52 1.64 80 2.85 0.00 102 5.70 0.00 202 5.70 0.00 206 5.70 0.22 302 5.70 0.00 306 5.70 0.22 310 5.70 1.64 402 5.70 0.00 406 5.70 0.22 410 5.70 1.64 502 5.70 0.00 506 5.70 0.22 510 5.70 1.64 602 5.70 0.00 606 5.70 0.22 610 5.70 1.64 702 5.70 0.00 706 5.70 1.64

Z Imp. Vn <m> 19.68 0 1 13.28 0 1 7.78 0 1 0.00 0 2 1.51 0 1 4.93 0 1 8.93 0 1 8.93 0 1 8.93 0 1 12.65 0 1 12.65 0 1 12.65 0 1 13.47 0 1 15.91 0 1 15.91 0 1 15.91 0 1 19.14 0 1 19.14 0 1 19.14 0 1 19.95 0 1 22.38 0 1 22.38 0 1 22.38 0 1 3.03 0 1 6.83 0 1 6.83 0 1 11.02 0 1 11.02 0 1 11.02 0 1 14.29 0 1 14.29 0 1 14.29 0 1 17.53 0 1 17.53 0 1 17.53 0 1 20.77 0 1 20.77 0 1 20.77 0 1 23.99 0 1 23.99 0 1

Scala 2 per Palazzo TELECOM in Via della Stazione Tuscolana, Roma pag. 2


06 SCHEMI STRUTTURALI POSTI ALLA BASE DEI CALCOLI Nodo

X Y Z Imp. Vn <m> <m> <m> 707 4.52 2.76 23.99 0 1

Nodo

X Y Z Imp. Vn <m> <m> <m> 708 5.70 2.76 23.99 0 1

Nodo

X Y Z Imp. Vn <m> <m> <m> 709 3.02 1.64 19.95 0 1

Nodo

X Y <m> <m>

Z Imp. Vn <m>

Elenco materiali Simbologia Mat. = Numero del materiale Comm. = Commento P = Peso specifico E = Modulo elastico G = Modulo elastico tangenziale = Coeff. di Poisson  = Coeff. di dilatazione termica  P E G   <daN/mc> <daN/cmq> <daN/cmq> 2 Acciaio 7850 2100000.00 800000.00 0.3 1.000000E-05

Mat. Comm.

Elenco sezioni aste Simbologia Sez. = Numero della sezione Comm. = Commento Tipo = Tipologia 2C = Doppia C lato labbri 2Cdx = Doppia C lato costola 2I = Doppia I 2L = Doppia L lato labbri 2Ldx = Doppia L lato costole C = Sezione a C Cdx = C destra Cir. = Circolare Cir.c = Circolare cava I = Sezione a I L = Sezione a L Ldx = L destra Om. = Omega Pg = Pi greco Pr = Poligono regolare Prc = Poligono regolare cavo Pc = Per coordinate Ia = Inerzie assegnate R = Rettangolare Rc = Rettangolare cava T = Sezione a T U = Sezione a U Ur = U rovescia V = Sezione a V Vr = V rovescia Z = Sezione a Z Zdx = Z destra Ts = T stondata Ls = L stondata Cs = C stondata Is = I stondata Dis. = Disegnata Mem. = Membratura G = Generica T = Trave P = Pilastro Ver. = Verifica prevista N = Nessuna C = Cemento armato A = Acciaio L = Legno B = Base H = Altezza s = Spessore ala a = Spessore anima r = Raggio raccordo anima-ala r1 = Raggio in testa ala D = Distanza Ma = Numero del materiale C = Numero del criterio di progetto

Scala 2 per Palazzo TELECOM in Via della Stazione Tuscolana, Roma pag. 3


06 SCHEMI STRUTTURALI POSTI ALLA BASE DEI CALCOLI Crit. C.I. = Criterio di progetto collegamento iniziale Crit. C.F. = Criterio di progetto collegamento finale Sez. Comm. Tipo Mem. Ver. 1 HEB300 2 IPE240 3 HEA240 4 UPN240 8 L110x12

Is P Is T Is T Cs T 2Ldx T

A A A A A

B <cm> 30.00 12.00 24.00 8.50 11.00

H s a r r1 D Ma C Crit. C.I. Crit. C.F. <cm> <cm> <cm> <cm> <cm> <cm> 30.00 1.90 1.10 2.70 0.00 21 1 2 24.00 0.98 0.62 1.50 0.00 21 2 2 23.00 1.20 0.75 2.10 0.00 21 2 2 24.00 1.30 0.95 1.30 0.65 21 3 3 11.00 1.20 1.20 1.20 1.50 2 1 3 3

Elenco vincoli aste Simbologia Va = Numero del vincolo asta Comm. = Commento Tipo = Tipologia SVI = Definizione di vincolamenti interni ELA = Vincolo su suolo elastico alla Winkler BIE-RTC = Biella resistente a trazione e a compressione BIE-RC = Biella resistente solo a compressione BIE-RT = Biella resistente solo a trazione Ni = Sforzo normale nodo iniziale (0=sbloccato, 1=bloccato) Tyi = Taglio in dir. Y locale nodo iniziale (0=sbloccato, 1=bloccato) Tzi = Taglio in dir. Z locale nodo iniziale (0=sbloccato, 1=bloccato) Mxi = Momento intorno all'asse X locale nodo iniziale (0=sbloccato, 1=bloccato) Myi = Momento intorno all'asse Y locale nodo iniziale (0=sbloccato, 1=bloccato) Mzi = Momento intorno all'asse Z locale nodo iniziale (0=sbloccato, 1=bloccato) Nf = Sforzo normale nodo finale (0=sbloccato, 1=bloccato) Tyf = Taglio in dir. Y locale nodo finale (0=sbloccato, 1=bloccato) Tzf = Taglio in dir. Z locale nodo finale (0=sbloccato, 1=bloccato) Mxf = Momento intorno all'asse X locale nodo finale (0=sbloccato, 1=bloccato) Myf = Momento intorno all'asse Y locale nodo finale (0=sbloccato, 1=bloccato) Mzf = Momento intorno all'asse Z locale nodo finale (0=sbloccato, 1=bloccato) Kt = Coeff. di sottofondo su suolo elastico alla Winkler Va Comm. Tipo Ni Tyi Tzi Mxi Myi Mzi Nf Tyf Tzf Mxf Myf Mzf 1 Inc+Inc 2 Inc+Cer 3 Cer+Inc 4 Cer+Cer

SVI SVI SVI SVI

1 1 1 1

1 1 1 1

1 1 1 1

1 1 0 0

1 1 0 0

1 1 0 0

1 1 1 1

1 1 1 1

1 1 1 1

1 0 1 1

1 0 1 0

Kt <daN/cmc>

1 0 1 0

Elenco aste Simbologia Asta = Numero dell'asta N1 = Nodo iniziale N2 = Nodo finale Sez. = Numero della sezione Va = Numero del vincolo asta Par. = Numero dei parametri aggiuntivi Rot. = Rotazione FF = Filo fisso Dy1 = Scost. filo fisso Y1 Dy2 = Scost. filo fisso Y2 Dz1 = Scost. filo fisso Z1 Dz2 = Scost. filo fisso Z2 TC1 = Tipo collegamento iniziale TC2 = Tipo collegamento finale Kt = Coeff. di sottofondo su suolo elastico alla Winkler Asta N1 N2 Sez. Va Par. Rot. FF Dy1 Dy2 Dz1 Dz2 TC1 TC2 Kt <grad> <cm> <cm> <cm> <cm> <daN/cmc> 1 1 101 1 1 270.00 55 0.00 0.00 0.00 0.00 C C 1 101 201 1 1 270.00 55 0.00 0.00 0.00 0.00 C C 1 201 -1 1 1 270.00 55 0.00 0.00 0.00 0.00 C C 1 -1 14 1 1 270.00 55 0.00 0.00 0.00 0.00 C C 1 14 301 1 1 270.00 55 0.00 0.00 0.00 0.00 C C 1 301 28 1 1 270.00 55 0.00 0.00 0.00 0.00 C C 1 28 -5 1 1 270.00 55 0.00 0.00 0.00 0.00 C C 1 -5 401 1 1 270.00 55 0.00 0.00 0.00 0.00 C C 1 401 42 1 1 270.00 55 0.00 0.00 0.00 0.00 C C 1 42 501 1 1 270.00 55 0.00 0.00 0.00 0.00 C C 1 501 56 1 1 270.00 55 0.00 0.00 0.00 0.00 C C

Scala 2 per Palazzo TELECOM in Via della Stazione Tuscolana, Roma pag. 4


06 SCHEMI STRUTTURALI POSTI ALLA BASE DEI CALCOLI Asta N1 N2 Sez. Va Par. Rot. FF Dy1 Dy2 <grad> <cm> <cm> 1 56 -9 1 1 270.00 55 0.00 0.00 1 -9 601 1 1 270.00 55 0.00 0.00 1 601 70 1 1 270.00 55 0.00 0.00 1 70 701 1 1 270.00 55 0.00 0.00 2 2 102 1 1 270.00 55 0.00 0.00 2 102 202 1 1 270.00 55 0.00 0.00 2 202 -2 1 1 90.00 55 0.00 0.00 2 -2 302 1 1 270.00 55 0.00 0.00 2 302 -6 1 1 270.00 55 0.00 0.00 2 -6 402 1 1 270.00 55 0.00 0.00 2 402 502 1 1 270.00 55 0.00 0.00 2 502 -10 1 1 270.00 55 0.00 0.00 2 -10 602 1 1 90.00 55 0.00 0.00 2 602 702 1 1 270.00 55 0.00 0.00 3 3 103 1 1 270.00 55 0.00 0.00 3 103 203 1 1 270.00 55 0.00 0.00 3 203 -3 1 1 270.00 55 0.00 0.00 3 -3 24 1 1 270.00 55 0.00 0.00 3 24 303 1 1 270.00 55 0.00 0.00 3 303 38 1 1 270.00 55 0.00 0.00 3 38 -7 1 1 270.00 55 0.00 0.00 3 -7 403 1 1 270.00 55 0.00 0.00 3 403 52 1 1 270.00 55 0.00 0.00 3 52 503 1 1 270.00 55 0.00 0.00 3 503 65 1 1 270.00 55 0.00 0.00 3 65 -11 1 1 270.00 55 0.00 0.00 3 -11 603 1 1 270.00 55 0.00 0.00 3 603 79 1 1 270.00 55 0.00 0.00 3 79 703 1 1 270.00 55 0.00 0.00 4 4 104 1 1 270.00 55 0.00 0.00 4 104 204 1 1 270.00 55 0.00 0.00 4 204 -4 1 1 90.00 55 0.00 0.00 4 -4 304 1 1 270.00 55 0.00 0.00 4 304 -8 1 1 270.00 55 0.00 0.00 4 -8 404 1 1 270.00 55 0.00 0.00 4 404 504 1 1 270.00 55 0.00 0.00 4 504 -12 1 1 270.00 55 0.00 0.00 4 -12 604 1 1 270.00 55 0.00 0.00 4 604 704 1 1 90.00 55 0.00 0.00 101 101 102 2 4 0.00 55 0.00 0.00 106 103 104 2 4 0.00 55 0.00 0.00 107 101 103 2 4 0.00 55 0.00 0.00 108 2 7 8 3 0.00 11 0.00 0.00 108 7 104 8 2 0.00 11 0.00 0.00 109 5 101 8 2 0.00 11 0.00 0.00 109 2 5 8 3 0.00 11 0.00 0.00 114 8 103 8 2 0.00 11 0.00 0.00 114 4 8 8 3 0.00 11 0.00 0.00 115 1 6 8 3 0.00 11 0.00 0.00 115 6 103 8 2 0.00 11 0.00 0.00 116 7 4 8 2 0.00 11 0.00 0.00 116 102 7 8 3 0.00 11 0.00 0.00 117 5 1 8 2 0.00 11 0.00 0.00 117 102 5 8 3 0.00 11 0.00 0.00 122 8 3 8 2 0.00 11 0.00 0.00 122 104 8 8 3 0.00 11 0.00 0.00 123 6 3 8 2 0.00 11 0.00 0.00 123 101 6 8 3 0.00 11 0.00 0.00 124 102 104 3 4 0.00 55 0.00 0.00 201 201 202 2 4 0.00 55 0.00 0.00 202 17 205 4 1 0.00 55 0.00 0.00 203 19 207 4 1 180.00 55 0.00 0.00 206 203 204 2 4 0.00 55 0.00 0.00 207 10 103 8 2 0.00 11 0.00 0.00 207 201 10 8 3 0.00 11 0.00 0.00 208 102 11 8 3 0.00 11 0.00 0.00 208 11 204 8 2 0.00 11 0.00 0.00 209 9 101 8 2 0.00 11 0.00 0.00 209 202 9 8 3 0.00 11 0.00 0.00 210 205 206 4 1 0.00 55 0.00 0.00 211 207 208 4 1 180.00 55 0.00 0.00 214 12 103 8 2 0.00 11 0.00 0.00 214 204 12 8 3 0.00 11 0.00 0.00 215 201 13 8 3 0.00 11 0.00 0.00 215 13 24 8 2 0.00 11 0.00 0.00 216 11 104 8 2 0.00 11 0.00 0.00 216 202 11 8 3 0.00 11 0.00 0.00

Dz1 <cm> 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -24.00 -24.00 -24.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -24.00 -24.00 0.00 0.00 -24.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Dz2 TC1 TC2 Kt <cm> <daN/cmc> 0.00 C C 0.00 C C 0.00 C C 0.00 C C 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 C C 0.00 C C 0.00 C C 0.00 C C 0.00 C C 0.00 C C 0.00 C C 0.00 C C 0.00 C C 0.00 C C 0.00 C C 0.00 C C 0.00 C C 0.00 C C 0.00 C C 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND -24.00 ND ND -24.00 ND ND -24.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND -24.00 C C -24.00 ND ND 0.00 ND ND 0.00 ND ND -24.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND

Scala 2 per Palazzo TELECOM in Via della Stazione Tuscolana, Roma pag. 5


06 SCHEMI STRUTTURALI POSTI ALLA BASE DEI CALCOLI Asta N1 N2 Sez. Va Par. Rot. FF Dy1 Dy2 <grad> <cm> <cm> 217 9 201 8 2 0.00 11 0.00 0.00 217 102 9 8 3 0.00 11 0.00 0.00 222 12 203 8 2 0.00 11 0.00 0.00 222 104 12 8 3 0.00 11 0.00 0.00 223 14 13 8 3 0.00 11 0.00 0.00 223 13 203 8 2 0.00 11 0.00 0.00 224 202 206 3 3 0.00 55 0.00 0.00 224 206 208 3 1 0.00 55 0.00 0.00 224 208 204 3 2 0.00 55 0.00 0.00 231 201 203 2 4 0.00 55 0.00 0.00 239 101 10 8 3 0.00 11 0.00 0.00 239 10 203 8 2 0.00 11 0.00 0.00 301 15 301 8 2 0.00 11 0.00 0.00 301 202 15 8 3 0.00 11 0.00 0.00 302 31 305 4 1 0.00 55 0.00 0.00 303 33 307 4 1 180.00 55 0.00 0.00 304 309 21 4 1 180.00 55 0.00 0.00 305 311 23 4 1 0.00 55 0.00 0.00 306 25 203 8 2 0.00 11 0.00 0.00 306 304 25 8 3 0.00 11 0.00 0.00 307 301 26 8 3 0.00 11 0.00 0.00 307 26 24 8 2 0.00 11 0.00 0.00 308 302 306 3 1 0.00 55 0.00 0.00 308 306 308 3 1 0.00 55 0.00 0.00 308 308 310 3 1 0.00 55 0.00 0.00 308 310 312 3 1 0.00 55 0.00 0.00 308 312 304 3 1 0.00 55 0.00 0.00 309 301 302 2 4 0.00 55 0.00 0.00 310 305 306 4 1 0.00 55 0.00 0.00 311 307 308 4 1 180.00 55 0.00 0.00 312 310 309 4 1 180.00 55 0.00 0.00 313 312 311 4 1 0.00 55 0.00 0.00 314 25 303 8 2 0.00 11 0.00 0.00 314 204 25 8 3 0.00 11 0.00 0.00 315 301 27 8 3 0.00 11 0.00 0.00 315 27 38 8 2 0.00 11 0.00 0.00 317 15 201 8 2 0.00 11 0.00 0.00 317 302 15 8 3 0.00 11 0.00 0.00 322 303 304 2 4 0.00 55 0.00 0.00 323 28 27 8 3 0.00 11 0.00 0.00 323 27 303 8 2 0.00 11 0.00 0.00 331 14 26 8 3 0.00 11 0.00 0.00 331 26 303 8 2 0.00 11 0.00 0.00 339 301 303 2 4 0.00 55 0.00 0.00 401 29 401 8 2 0.00 11 0.00 0.00 401 302 29 8 3 0.00 11 0.00 0.00 402 45 405 4 1 0.00 55 0.00 0.00 403 47 407 4 1 180.00 55 0.00 0.00 404 409 35 4 1 180.00 55 0.00 0.00 405 411 37 4 1 0.00 55 0.00 0.00 406 39 403 8 2 0.00 11 0.00 0.00 406 304 39 8 3 0.00 11 0.00 0.00 407 401 41 8 3 0.00 11 0.00 0.00 407 41 52 8 2 0.00 11 0.00 0.00 408 402 406 3 1 0.00 55 0.00 0.00 408 406 408 3 1 0.00 55 0.00 0.00 408 408 410 3 1 0.00 55 0.00 0.00 408 410 412 3 1 0.00 55 0.00 0.00 408 412 404 3 1 0.00 55 0.00 0.00 409 29 301 8 2 0.00 11 0.00 0.00 409 402 29 8 3 0.00 11 0.00 0.00 410 405 406 4 1 0.00 55 0.00 0.00 411 407 408 4 1 180.00 55 0.00 0.00 412 410 409 4 1 180.00 55 0.00 0.00 413 412 411 4 1 0.00 55 0.00 0.00 414 403 404 2 4 0.00 55 0.00 0.00 415 401 403 2 4 0.00 55 0.00 0.00 417 401 402 2 4 0.00 55 0.00 0.00 422 39 303 8 2 0.00 11 0.00 0.00 422 404 39 8 3 0.00 11 0.00 0.00 423 28 40 8 3 0.00 11 0.00 0.00 423 40 403 8 2 0.00 11 0.00 0.00 431 401 40 8 3 0.00 11 0.00 0.00 431 40 38 8 2 0.00 11 0.00 0.00 439 42 41 8 3 0.00 11 0.00 0.00 439 41 403 8 2 0.00 11 0.00 0.00 501 43 401 8 2 0.00 11 0.00 0.00

Dz1 <cm> 0.00 0.00 0.00 0.00 0.00 0.00 -24.00 -24.00 -24.00 -24.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -24.00 -24.00 -24.00 -24.00 -24.00 -24.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -24.00 0.00 0.00 0.00 0.00 -24.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -24.00 -24.00 -24.00 -24.00 -24.00 0.00 0.00 0.00 0.00 0.00 0.00 -24.00 -24.00 -24.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Dz2 TC1 TC2 Kt <cm> <daN/cmc> 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND -24.00 C C -24.00 C C -24.00 C C -24.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND -24.00 C C -24.00 C C -24.00 C C -24.00 C C -24.00 C C -24.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND -24.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND -24.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND -24.00 C C -24.00 C C -24.00 C C -24.00 C C -24.00 C C 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND -24.00 ND ND -24.00 ND ND -24.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND

Scala 2 per Palazzo TELECOM in Via della Stazione Tuscolana, Roma pag. 6


06 SCHEMI STRUTTURALI POSTI ALLA BASE DEI CALCOLI Asta N1 N2 Sez. Va Par. Rot. FF Dy1 Dy2 <grad> <cm> <cm> 501 502 43 8 3 0.00 11 0.00 0.00 502 58 505 4 1 0.00 55 0.00 0.00 503 60 507 4 1 180.00 55 0.00 0.00 504 509 49 4 1 180.00 55 0.00 0.00 505 511 51 4 1 0.00 55 0.00 0.00 506 53 403 8 2 0.00 11 0.00 0.00 506 504 53 8 3 0.00 11 0.00 0.00 507 501 54 8 3 0.00 11 0.00 0.00 507 54 52 8 2 0.00 11 0.00 0.00 508 502 506 3 1 0.00 55 0.00 0.00 508 506 508 3 1 0.00 55 0.00 0.00 508 508 510 3 1 0.00 55 0.00 0.00 508 510 512 3 1 0.00 55 0.00 0.00 508 512 504 3 1 0.00 55 0.00 0.00 509 43 501 8 2 0.00 11 0.00 0.00 509 402 43 8 3 0.00 11 0.00 0.00 510 505 506 4 1 0.00 55 0.00 0.00 511 507 508 4 1 180.00 55 0.00 0.00 512 510 509 4 1 180.00 55 0.00 0.00 513 512 511 4 1 0.00 55 0.00 0.00 514 503 504 2 4 0.00 55 0.00 0.00 515 42 54 8 3 0.00 11 0.00 0.00 515 54 503 8 2 0.00 11 0.00 0.00 517 501 502 2 4 0.00 55 0.00 0.00 522 53 503 8 2 0.00 11 0.00 0.00 522 404 53 8 3 0.00 11 0.00 0.00 523 501 55 8 3 0.00 11 0.00 0.00 523 55 65 8 2 0.00 11 0.00 0.00 531 501 503 2 4 0.00 55 0.00 0.00 539 56 55 8 3 0.00 11 0.00 0.00 539 55 503 8 2 0.00 11 0.00 0.00 601 66 501 8 2 0.00 11 0.00 0.00 601 602 66 8 3 0.00 11 0.00 0.00 602 72 605 4 1 0.00 55 0.00 0.00 603 74 607 4 1 180.00 55 0.00 0.00 604 709 62 4 1 180.00 55 0.00 0.00 604 609 709 4 1 180.00 55 0.00 0.00 605 611 64 4 1 0.00 55 0.00 0.00 606 67 603 8 2 0.00 11 0.00 0.00 606 504 67 8 3 0.00 11 0.00 0.00 607 601 68 8 3 0.00 11 0.00 0.00 607 68 65 8 2 0.00 11 0.00 0.00 608 602 606 3 1 0.00 55 0.00 0.00 608 606 608 3 1 0.00 55 0.00 0.00 608 608 610 3 1 0.00 55 0.00 0.00 608 610 612 3 1 0.00 55 0.00 0.00 608 612 604 3 1 0.00 55 0.00 0.00 609 601 602 2 4 0.00 55 0.00 0.00 610 605 606 4 1 0.00 55 0.00 0.00 611 607 608 4 1 180.00 55 0.00 0.00 612 610 609 4 1 180.00 55 0.00 0.00 613 612 611 4 1 0.00 55 0.00 0.00 614 603 604 2 4 0.00 55 0.00 0.00 615 70 69 8 3 0.00 11 0.00 0.00 615 69 603 8 2 0.00 11 0.00 0.00 617 66 601 8 2 0.00 11 0.00 0.00 617 502 66 8 3 0.00 11 0.00 0.00 622 67 503 8 2 0.00 11 0.00 0.00 622 604 67 8 3 0.00 11 0.00 0.00 623 601 69 8 3 0.00 11 0.00 0.00 623 69 79 8 2 0.00 11 0.00 0.00 631 601 603 2 4 0.00 55 0.00 0.00 639 56 68 8 3 0.00 11 0.00 0.00 639 68 603 8 2 0.00 11 0.00 0.00 701 80 601 8 2 0.00 11 0.00 0.00 701 702 80 8 3 0.00 11 0.00 0.00 704 705 76 4 1 180.00 55 0.00 0.00 705 707 78 4 1 0.00 55 0.00 0.00 706 81 603 8 2 0.00 11 0.00 0.00 706 704 81 8 3 0.00 11 0.00 0.00 707 701 703 2 4 0.00 55 0.00 0.00 708 702 706 3 1 0.00 55 0.00 0.00 708 706 708 3 1 0.00 55 0.00 0.00 708 708 704 3 1 0.00 55 0.00 0.00 709 701 702 3 4 0.00 55 0.00 0.00 712 706 705 4 1 180.00 55 0.00 0.00 713 708 707 4 1 0.00 55 0.00 0.00

Dz1 <cm> 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -24.00 -24.00 -24.00 -24.00 -24.00 0.00 0.00 0.00 0.00 0.00 0.00 -24.00 0.00 0.00 -24.00 0.00 0.00 0.00 0.00 -24.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -24.00 -24.00 -24.00 -24.00 -24.00 -24.00 0.00 0.00 0.00 0.00 -24.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -24.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -24.00 -24.00 -24.00 -24.00 -24.00 0.00 0.00

Dz2 TC1 TC2 Kt <cm> <daN/cmc> 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND -24.00 C C -24.00 C C -24.00 C C -24.00 C C -24.00 C C 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND -24.00 ND ND 0.00 ND ND 0.00 ND ND -24.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND -24.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND -24.00 C C -24.00 C C -24.00 C C -24.00 C C -24.00 C C -24.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND -24.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND -24.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND 0.00 ND ND -24.00 ND ND -24.00 C C -24.00 C C -24.00 C C -24.00 ND ND 0.00 ND ND 0.00 ND ND

Scala 2 per Palazzo TELECOM in Via della Stazione Tuscolana, Roma pag. 7


06 SCHEMI STRUTTURALI POSTI ALLA BASE DEI CALCOLI Asta N1 N2 Sez. Va Par. Rot. FF Dy1 Dy2 Dz1 Dz2 TC1 TC2 Kt <grad> <cm> <cm> <cm> <cm> <daN/cmc> 714 81 703 8 2 0.00 11 0.00 0.00 0.00 0.00 ND ND 714 604 81 8 3 0.00 11 0.00 0.00 0.00 0.00 ND ND 715 701 82 8 3 0.00 11 0.00 0.00 0.00 0.00 ND ND 715 82 79 8 2 0.00 11 0.00 0.00 0.00 0.00 ND ND 717 80 701 8 2 0.00 11 0.00 0.00 0.00 0.00 ND ND 717 602 80 8 3 0.00 11 0.00 0.00 0.00 0.00 ND ND 722 703 704 3 4 0.00 55 0.00 0.00 -24.00 -24.00 ND ND 723 70 82 8 3 0.00 11 0.00 0.00 0.00 0.00 ND ND 723 82 703 8 2 0.00 11 0.00 0.00 0.00 0.00 ND ND 1002 30 31 4 1 0.00 55 0.00 0.00 0.00 0.00 ND ND 1003 32 33 4 1 180.00 55 0.00 0.00 0.00 0.00 ND ND 1004 20 21 4 1 0.00 55 0.00 0.00 0.00 0.00 ND ND 1005 22 23 4 1 180.00 55 0.00 0.00 0.00 0.00 ND ND 1007 30 28 2 2 0.00 11 0.00 0.00 0.00 0.00 ND ND 1007 32 30 2 1 0.00 11 0.00 0.00 0.00 0.00 ND ND 1007 34 32 2 1 0.00 11 0.00 0.00 0.00 0.00 ND ND 1007 36 34 2 1 0.00 11 0.00 0.00 0.00 0.00 ND ND 1007 38 36 2 3 0.00 11 0.00 0.00 0.00 0.00 ND ND 1010 44 45 4 1 0.00 55 0.00 0.00 0.00 0.00 ND ND 1011 46 47 4 1 180.00 55 0.00 0.00 0.00 0.00 ND ND 1012 61 62 4 1 0.00 55 0.00 0.00 0.00 0.00 ND ND 1013 77 78 4 1 180.00 55 0.00 0.00 0.00 0.00 ND ND 1015 71 70 2 2 0.00 11 0.00 0.00 0.00 0.00 ND ND 1015 73 71 2 1 0.00 11 0.00 0.00 0.00 0.00 ND ND 1015 75 73 2 1 0.00 11 0.00 0.00 0.00 0.00 ND ND 1015 77 75 2 1 0.00 11 0.00 0.00 0.00 0.00 ND ND 1015 79 77 2 3 0.00 11 0.00 0.00 0.00 0.00 ND ND 1018 71 72 4 1 0.00 55 0.00 0.00 0.00 0.00 ND ND 1019 59 60 4 1 180.00 55 0.00 0.00 0.00 0.00 ND ND 1020 75 76 4 1 0.00 55 0.00 0.00 0.00 0.00 ND ND 1021 63 64 4 1 180.00 55 0.00 0.00 0.00 0.00 ND ND 1023 57 56 2 2 0.00 11 0.00 0.00 0.00 0.00 ND ND 1023 59 57 2 1 0.00 11 0.00 0.00 0.00 0.00 ND ND 1023 61 59 2 1 0.00 11 0.00 0.00 0.00 0.00 ND ND 1023 63 61 2 1 0.00 11 0.00 0.00 0.00 0.00 ND ND 1023 65 63 2 3 0.00 11 0.00 0.00 0.00 0.00 ND ND 1026 57 58 4 1 0.00 55 0.00 0.00 0.00 0.00 ND ND 1027 73 74 4 1 180.00 55 0.00 0.00 0.00 0.00 ND ND 1028 48 49 4 1 0.00 55 0.00 0.00 0.00 0.00 ND ND 1029 50 51 4 1 180.00 55 0.00 0.00 0.00 0.00 ND ND 1031 44 42 2 2 0.00 11 0.00 0.00 0.00 0.00 ND ND 1031 46 44 2 1 0.00 11 0.00 0.00 0.00 0.00 ND ND 1031 48 46 2 1 0.00 11 0.00 0.00 0.00 0.00 ND ND 1031 50 48 2 1 0.00 11 0.00 0.00 0.00 0.00 ND ND 1031 52 50 2 3 0.00 11 0.00 0.00 0.00 0.00 ND ND 1034 16 17 4 1 0.00 55 0.00 0.00 0.00 0.00 ND ND 1035 18 19 4 1 180.00 55 0.00 0.00 0.00 0.00 ND ND 1036 34 35 4 1 0.00 55 0.00 0.00 0.00 0.00 ND ND 1037 36 37 4 1 180.00 55 0.00 0.00 0.00 0.00 ND ND 1039 16 14 2 2 0.00 11 0.00 0.00 0.00 0.00 ND ND 1039 18 16 2 1 0.00 11 0.00 0.00 0.00 0.00 ND ND 1039 20 18 2 1 0.00 11 0.00 0.00 0.00 0.00 ND ND 1039 22 20 2 1 0.00 11 0.00 0.00 0.00 0.00 ND ND 1039 24 22 2 3 0.00 11 0.00 0.00 0.00 0.00 ND ND

Scala 2 per Palazzo TELECOM in Via della Stazione Tuscolana, Roma pag. 8


06 SCHEMI STRUTTURALI POSTI ALLA BASE DEI CALCOLI

Geometria – FORMA GRAFICA Schema di calcolo – Sezioni

Scala 2 per Palazzo TELECOM in Via della Stazione Tuscolana, Roma

pag. 9


06 SCHEMI STRUTTURALI POSTI ALLA BASE DEI CALCOLI

Schema di calcolo – Vincoli interni

Scala 2 per Palazzo TELECOM in Via della Stazione Tuscolana, Roma

pag. 10


06 SCHEMI STRUTTURALI POSTI ALLA BASE DEI CALCOLI

Schema di calcolo – Numerazione nodi telai nei piani paralleli ad (X,Z)

Scala 2 per Palazzo TELECOM in Via della Stazione Tuscolana, Roma

pag. 11


06 SCHEMI STRUTTURALI POSTI ALLA BASE DEI CALCOLI

Scala 2 per Palazzo TELECOM in Via della Stazione Tuscolana, Roma

pag. 12


06 SCHEMI STRUTTURALI POSTI ALLA BASE DEI CALCOLI

Scala 2 per Palazzo TELECOM in Via della Stazione Tuscolana, Roma

pag. 13


06 SCHEMI STRUTTURALI POSTI ALLA BASE DEI CALCOLI

Scala 2 per Palazzo TELECOM in Via della Stazione Tuscolana, Roma

pag. 14


06 SCHEMI STRUTTURALI POSTI ALLA BASE DEI CALCOLI

Scala 2 per Palazzo TELECOM in Via della Stazione Tuscolana, Roma

pag. 15


06 SCHEMI STRUTTURALI POSTI ALLA BASE DEI CALCOLI

Scala 2 per Palazzo TELECOM in Via della Stazione Tuscolana, Roma

pag. 16


06 SCHEMI STRUTTURALI POSTI ALLA BASE DEI CALCOLI

Schema di calcolo – Numerazione nodi telai nei piani paralleli ad (Y,Z)

Scala 2 per Palazzo TELECOM in Via della Stazione Tuscolana, Roma

pag. 17


06 SCHEMI STRUTTURALI POSTI ALLA BASE DEI CALCOLI

Scala 2 per Palazzo TELECOM in Via della Stazione Tuscolana, Roma

pag. 18


06 SCHEMI STRUTTURALI POSTI ALLA BASE DEI CALCOLI

Schema di calcolo – Numerazione aste telai nei piani paralleli ad (X,Z)

Scala 2 per Palazzo TELECOM in Via della Stazione Tuscolana, Roma

pag. 19


06 SCHEMI STRUTTURALI POSTI ALLA BASE DEI CALCOLI

Scala 2 per Palazzo TELECOM in Via della Stazione Tuscolana, Roma

pag. 20


06 SCHEMI STRUTTURALI POSTI ALLA BASE DEI CALCOLI

Scala 2 per Palazzo TELECOM in Via della Stazione Tuscolana, Roma

pag. 21


06 SCHEMI STRUTTURALI POSTI ALLA BASE DEI CALCOLI

Scala 2 per Palazzo TELECOM in Via della Stazione Tuscolana, Roma

pag. 22


06 SCHEMI STRUTTURALI POSTI ALLA BASE DEI CALCOLI

Scala 2 per Palazzo TELECOM in Via della Stazione Tuscolana, Roma

pag. 23


06 SCHEMI STRUTTURALI POSTI ALLA BASE DEI CALCOLI

Scala 2 per Palazzo TELECOM in Via della Stazione Tuscolana, Roma

pag. 24


06 SCHEMI STRUTTURALI POSTI ALLA BASE DEI CALCOLI

Schema di calcolo – Numerazione aste telai nei piani paralleli ad (Y,Z)

Scala 2 per Palazzo TELECOM in Via della Stazione Tuscolana, Roma

pag. 25


06 SCHEMI STRUTTURALI POSTI ALLA BASE DEI CALCOLI

Scala 2 per Palazzo TELECOM in Via della Stazione Tuscolana, Roma

pag. 26


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