CC_RELAZIONE STRUTTURALE.pdf - Comune di Pomarance

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17MOD7,27/MONTECERBOLI/FN1DI.REL 17 0 -192 -193 -- M YG 0.00 -200.00 1.16 -200.00 0 -169 -170 -- M YG 0.00 -50.00 0.95 -50.00 0 -222 -223 -- M YG 0.00 -50.00 0.27 -50.00 0 -223 -224 -- M YG 0.00 -50.00 0.18 -50.00 0 -170 -171 -- M YG 0.00 -50.00 0.95 -50.00 101 101 -181 -- M YG 0.00 -200.00 2.81 -200.00 102 -175 -173 -- M YG 0.00 -200.00 1.61 -200.00 103 -174 -176 -- M YG 0.00 -200.00 2.01 -200.00 104 -186 -188 -- M YG 0.00 -200.00 1.98 -200.00 105 102 -220 -- M YG 0.00 -50.00 2.17 -50.00 106 -201 -202 -- M YG 0.00 -50.00 0.90 -50.00 107 -204 -205 -- M YG 0.00 -50.00 0.59 -50.00 107 -205 -206 -- M YG 0.00 -50.00 0.60 -50.00 108 -208 -209 -- M YG 0.00 -50.00 0.62 -50.00 108 -209 -210 -- M YG 0.00 -50.00 0.57 -50.00 109 -213 -214 -- M YG 0.00 -50.00 0.90 -50.00 110 -216 -219 -- M YG 0.00 -50.00 0.90 -50.00 111 -221 -222 -- M YG 0.00 -50.00 1.50 -50.00 ELENCO CARICHI ASTE CONDIZIONE DI CARICO 7: Vento -X CARICHI DISTRIBUITI Asta N1 N2 S T DC Xi Qi Xf Qf Asta N1 N2 S T DC Xi Qi Xf Qf ---------------------------------------------- ---------------------------------------------- 0 -185 -189 -- M XG 0.00 30.00 1.12 30.00 0 -189 -194 -- M XG 0.00 30.00 1.12 30.00 0 -194 -197 -- M XG 0.00 30.00 1.12 30.00 0 -197 -200 -- M XG 0.00 30.00 1.12 30.00 0 -193 -196 -- M XG 0.00 200.00 0.97 200.00 0 -196 -199 -- M XG 0.00 200.00 0.97 200.00 0 -199 -217 -- M XG 0.00 200.00 0.97 200.00 0 -217 -224 -- M XG 0.00 200.00 0.97 200.00 100 101 102 -- M XG 0.00 40.00 6.07 40.00 ELENCO CARICHI ASTE CONDIZIONE DI CARICO 8: Vento +X CARICHI DISTRIBUITI Asta N1 N2 S T DC Xi Qi Xf Qf Asta N1 N2 S T DC Xi Qi Xf Qf ------------------------------------------------ ------------------------------------------------ 0 -185 -189 -- M XG 0.00 -120.00 1.12 -120.00 0 -189 -194 -- M XG 0.00 -120.00 1.12 -120.00 0 -194 -197 -- M XG 0.00 -120.00 1.12 -120.00 0 -197 -200 -- M XG 0.00 -120.00 1.12 -120.00 0 -193 -196 -- M XG 0.00 -50.00 0.97 -50.00 0 -196 -199 -- M XG 0.00 -50.00 0.97 -50.00 0 -199 -217 -- M XG 0.00 -50.00 0.97 -50.00 0 -217 -224 -- M XG 0.00 -50.00 0.97 -50.00 100 101 102 -- M XG 0.00 -160.00 6.07 -160.00 ELENCO CARICHI ELEMENTI BIDIMENSIONALI CONDIZIONE DI CARICO 1: PESO E PERM CARICHI UNIFORMI Simbologia Bid. = Numero del muro/elemento bidimensionale N1 = Nodo1 N2 = Nodo2 N3 = Nodo3 N4 = Nodo4 T = Tipo di carico PP = Peso proprio M = Manuale DC = Direzione del carico G = secondo gli assi Globali L = secondo gli assi Locali Qx = Carico in dir. X Qy = Carico in dir. Y Qz = Carico in dir. Z Bid. N1 N2 N3 N4 T DC Qx Qy Qz Bid. N1 N2 N3 N4 T DC Qx Qy Qz ------------------------------------------------------ ------------------------------------------------------ 101 8 -6 -47 -45 PP G 0.00 0.00 69.00 101 -116 -117 -185 -184 PP G 0.00 0.00 69.00 101 -47 -48 -116 -115 PP G 0.00 0.00 69.00 101 -115 -116 -184 -183 PP G 0.00 0.00 69.00 101 -45 -47 -115 -113 PP G 0.00 0.00 69.00 101 -113 -115 -183 -181 PP G 0.00 0.00 69.00 101 -6 -7 -48 -47 PP G 0.00 0.00 69.00 101 -7 9 -49 -48 PP G 0.00 0.00 69.00 101 -48 -49 -117 -116 PP G 0.00 0.00 69.00 102 -49 -46 -114 -117 PP G 0.00 0.00 69.00 102 -117 -114 -182 -185 PP G 0.00 0.00 69.00 102 9 -5 -46 -49 PP G 0.00 0.00 69.00 102 -109 -107 -175 -177 PP G 0.00 0.00 69.00 102 -43 -41 -109 -111 PP G 0.00 0.00 69.00 102 -5 -3 -43 -46 PP G 0.00 0.00 69.00 102 -46 -43 -111 -114 PP G 0.00 0.00 69.00 102 -114 -111 -179 -182 PP G 0.00 0.00 69.00 102 -3 -1 -41 -43 PP G 0.00 0.00 69.00 102 -1 6 -39 -41 PP G 0.00 0.00 69.00 102 -111 -109 -177 -179 PP G 0.00 0.00 69.00 102 -41 -39 -107 -109 PP G 0.00 0.00 69.00 103 -105 -104 -172 -173 PP G 0.00 0.00 460.00 103 4 3 -36 -37 PP G 0.00 0.00 460.00 103 -37 -36 -104 -105 PP G 0.00 0.00 460.00 104 3 5 -38 -36 PP G 0.00 0.00 460.00 104 -36 -38 -106 -104 PP G 0.00 0.00 460.00 104 -104 -106 -174 -172 PP G 0.00 0.00 460.00 105 -40 -42 -110 -108 PP G 0.00 0.00 69.00 105 -108 -110 -178 -176 PP G 0.00 0.00 69.00 105 -2 -4 -44 -42 PP G 0.00 0.00 69.00 105 -42 -44 -112 -110 PP G 0.00 0.00 69.00 105 -110 -112 -180 -178 PP G 0.00 0.00 69.00 105 -4 10 -50 -44 PP G 0.00 0.00 69.00 105 -44 -50 -118 -112 PP G 0.00 0.00 69.00 105 -112 -118 -186 -180 PP G 0.00 0.00 69.00 105 7 -2 -42 -40 PP G 0.00 0.00 69.00 106 -50 -51 -119 -118 PP G 0.00 0.00 69.00 106 10 11 -51 -50 PP G 0.00 0.00 69.00 106 -118 -119 -187 -186 PP G 0.00 0.00 69.00 107 -122 -127 -195 -190 PP G 0.00 0.00 69.00 107 -59 -62 -130 -127 PP G 0.00 0.00 69.00 107 -12 -15 -62 -59 PP G 0.00 0.00 69.00 107 -15 24 -79 -62 PP G 0.00 0.00 69.00 107 -62 -79 -147 -130 PP G 0.00 0.00 69.00 107 -130 -147 -215 -198 PP G 0.00 0.00 69.00 107 -54 -59 -127 -122 PP G 0.00 0.00 69.00 107 -127 -130 -198 -195 PP G 0.00 0.00 69.00 107 13 -12 -59 -54 PP G 0.00 0.00 69.00
18MOD7,27/MONTECERBOLI/FN1DI.REL 18 108 -52 -55 -123 -120 PP G 0.00 0.00 69.00 108 12 -9 -55 -52 PP G 0.00 0.00 69.00 108 -10 14 -57 -56 PP G 0.00 0.00 69.00 108 -56 -57 -125 -124 PP G 0.00 0.00 69.00 108 -124 -125 -193 -192 PP G 0.00 0.00 69.00 108 -9 -10 -56 -55 PP G 0.00 0.00 69.00 108 -55 -56 -124 -123 PP G 0.00 0.00 69.00 108 -123 -124 -192 -191 PP G 0.00 0.00 69.00 108 -120 -123 -191 -188 PP G 0.00 0.00 69.00 109 -60 -63 -131 -128 PP G 0.00 0.00 69.00 109 -57 -60 -128 -125 PP G 0.00 0.00 69.00 109 -125 -128 -196 -193 PP G 0.00 0.00 69.00 109 -13 -16 -63 -60 PP G 0.00 0.00 69.00 109 -23 31 -89 -81 PP G 0.00 0.00 69.00 109 -81 -89 -157 -149 PP G 0.00 0.00 69.00 109 -149 -157 -224 -217 PP G 0.00 0.00 69.00 109 -63 -81 -149 -131 PP G 0.00 0.00 69.00 109 -131 -149 -217 -199 PP G 0.00 0.00 69.00 109 14 -13 -60 -57 PP G 0.00 0.00 69.00 109 -128 -131 -199 -196 PP G 0.00 0.00 69.00 109 -16 -23 -81 -63 PP G 0.00 0.00 69.00 110 -87 -89 -157 -155 PP G 0.00 0.00 69.00 110 -155 -157 -224 -223 PP G 0.00 0.00 69.00 110 30 31 -89 -87 PP G 0.00 0.00 69.00 111 -86 -87 -155 -154 PP G 0.00 0.00 69.00 111 29 30 -87 -86 PP G 0.00 0.00 69.00 111 -154 -155 -223 -222 PP G 0.00 0.00 69.00 112 26 28 -85 -83 PP G 0.00 0.00 69.00 112 28 29 -86 -85 PP G 0.00 0.00 69.00 112 -151 -153 -221 -219 PP G 0.00 0.00 69.00 112 25 26 -83 -80 PP G 0.00 0.00 69.00 112 -85 -86 -154 -153 PP G 0.00 0.00 69.00 112 -83 -85 -153 -151 PP G 0.00 0.00 69.00 112 -80 -83 -151 -148 PP G 0.00 0.00 69.00 113 -79 -80 -148 -147 PP G 0.00 0.00 69.00 113 24 25 -80 -79 PP G 0.00 0.00 69.00 113 -147 -148 -216 -215 PP G 0.00 0.00 69.00 114 21 -21 -75 -74 PP G 0.00 0.00 69.00 114 17 -17 -67 -66 PP G 0.00 0.00 69.00 114 -73 -74 -142 -141 PP G 0.00 0.00 69.00 114 23 24 -79 -78 PP G 0.00 0.00 69.00 114 22 23 -78 -77 PP G 0.00 0.00 69.00 114 -70 -71 -139 -138 PP G 0.00 0.00 69.00 114 20 -20 -73 -72 PP G 0.00 0.00 69.00 114 19 -19 -71 -70 PP G 0.00 0.00 69.00 114 18 -18 -69 -68 PP G 0.00 0.00 69.00 114 -18 19 -70 -69 PP G 0.00 0.00 69.00 114 16 17 -66 -65 PP G 0.00 0.00 69.00 114 15 16 -65 -64 PP G 0.00 0.00 69.00 114 -78 -79 -147 -146 PP G 0.00 0.00 69.00 114 -146 -147 -215 -214 PP G 0.00 0.00 69.00 114 -77 -78 -146 -145 PP G 0.00 0.00 69.00 114 -19 20 -72 -71 PP G 0.00 0.00 69.00 114 -74 -75 -143 -142 PP G 0.00 0.00 69.00 114 -142 -143 -211 -210 PP G 0.00 0.00 69.00 114 -22 22 -77 -76 PP G 0.00 0.00 69.00 114 -76 -77 -145 -144 PP G 0.00 0.00 69.00 114 -144 -145 -213 -212 PP G 0.00 0.00 69.00 114 -72 -73 -141 -140 PP G 0.00 0.00 69.00 114 -143 -144 -212 -211 PP G 0.00 0.00 69.00 114 -66 -67 -135 -134 PP G 0.00 0.00 69.00 114 -134 -135 -203 -202 PP G 0.00 0.00 69.00 114 -17 18 -68 -67 PP G 0.00 0.00 69.00 114 -67 -68 -136 -135 PP G 0.00 0.00 69.00 114 -138 -139 -207 -206 PP G 0.00 0.00 69.00 114 -68 -69 -137 -136 PP G 0.00 0.00 69.00 114 -75 -76 -144 -143 PP G 0.00 0.00 69.00 114 -64 -65 -133 -132 PP G 0.00 0.00 69.00 114 -69 -70 -138 -137 PP G 0.00 0.00 69.00 114 -135 -136 -204 -203 PP G 0.00 0.00 69.00 114 -65 -66 -134 -133 PP G 0.00 0.00 69.00 114 -139 -140 -208 -207 PP G 0.00 0.00 69.00 114 -21 -22 -76 -75 PP G 0.00 0.00 69.00 114 -132 -133 -201 -200 PP G 0.00 0.00 69.00 114 -71 -72 -140 -139 PP G 0.00 0.00 69.00 115 -150 -132 -200 -218 PP G 0.00 0.00 69.00 115 -152 -150 -218 -220 PP G 0.00 0.00 69.00 115 -82 -64 -132 -150 PP G 0.00 0.00 69.00 115 27 -24 -82 -84 PP G 0.00 0.00 69.00 115 -84 -82 -150 -152 PP G 0.00 0.00 69.00 115 -24 15 -64 -82 PP G 0.00 0.00 69.00 116 -14 15 -64 -61 PP G 0.00 0.00 69.00 116 -11 -14 -61 -58 PP G 0.00 0.00 69.00 116 -117 -121 -189 -185 PP G 0.00 0.00 69.00 116 -126 -129 -197 -194 PP G 0.00 0.00 69.00 116 -8 -11 -58 -53 PP G 0.00 0.00 69.00 116 -121 -126 -194 -189 PP G 0.00 0.00 69.00 116 -61 -64 -132 -129 PP G 0.00 0.00 69.00 116 -129 -132 -200 -197 PP G 0.00 0.00 69.00 116 -58 -61 -129 -126 PP G 0.00 0.00 69.00 116 -53 -58 -126 -121 PP G 0.00 0.00 69.00 117 34 -34 -101 -100 PP G 0.00 0.00 69.00 117 -34 -35 -102 -101 PP G 0.00 0.00 69.00 117 -102 -103 -171 -170 PP G 0.00 0.00 69.00 117 -101 -102 -170 -169 PP G 0.00 0.00 69.00 117 -100 -101 -169 -168 PP G 0.00 0.00 69.00 117 -35 35 -103 -102 PP G 0.00 0.00 69.00 118 -28 33 -94 -93 PP G 0.00 0.00 69.00 118 -20 21 -74 -73 PP G 0.00 0.00 69.00 118 32 -26 -91 -90 PP G 0.00 0.00 69.00 118 33 -29 -95 -94 PP G 0.00 0.00 69.00 118 -91 -92 -160 -159 PP G 0.00 0.00 69.00 118 -27 -28 -93 -92 PP G 0.00 0.00 69.00 118 -92 -93 -161 -160 PP G 0.00 0.00 69.00 118 -33 34 -100 -99 PP G 0.00 0.00 69.00 118 -93 -94 -162 -161 PP G 0.00 0.00 69.00 118 -94 -95 -163 -162 PP G 0.00 0.00 69.00 118 -95 -96 -164 -163 PP G 0.00 0.00 69.00 118 -90 -91 -159 -158 PP G 0.00 0.00 69.00 118 -98 -99 -167 -166 PP G 0.00 0.00 69.00 118 -31 -32 -98 -97 PP G 0.00 0.00 69.00 118 -26 -27 -92 -91 PP G 0.00 0.00 69.00 118 -97 -98 -166 -165 PP G 0.00 0.00 69.00 118 -32 -33 -99 -98 PP G 0.00 0.00 69.00 118 -30 -31 -97 -96 PP G 0.00 0.00 69.00 118 -96 -97 -165 -164 PP G 0.00 0.00 69.00 118 -99 -100 -168 -167 PP G 0.00 0.00 69.00 118 -29 -30 -96 -95 PP G 0.00 0.00 69.00 120 -88 -94 -162 -156 PP G 0.00 0.00 69.00 120 -19 -25 -88 -71 PP G 0.00 0.00 69.00 120 -71 -88 -156 -139 PP G 0.00 0.00 69.00 120 -25 33 -94 -88 PP G 0.00 0.00 69.00 PARAMETRI DI CALCOLO La modellazione della struttura e la rielaborazione dei risultati del calcolo sono stati effettuati con: ModeSt ver. 7.27, prodotto da Tecnisoft s.a.s. - Prato La struttura è stata calcolata utilizzando come solutore agli elementi finiti: Xfinest ver. 2010, prodotto da Ce.A.S. S.r.l. - Milano Tipo di normativa: stati limite D.M. 08 Tipo di calcolo: analisi sismica dinamica Schematizzazione piani rigidi: metodo Master-Slave Modalità di recupero masse secondarie: trasferire all'impalcato più vicino con modifica XY baricentro Generazione combinazioni - Lineari: si - Valuta spostamenti e non sollecitazioni: no - Buckling: no Opzioni di calcolo - Sono state considerate infinitamente rigide le zone di connessione fra travi, pilastri ed elementi bidimensionali con una riduzione del 20% - Calcolo con offset rigidi dai nodi: no - Uniformare i carichi variabili: no - Massimizzare i carichi variabili: no - Minimo carico da considerare: 0.00 - Recupero carichi zone rigide: taglio e momento flettente - Modalità di combinazione momento torcente: disaccoppiare le azioni Opzioni del solutore - Tipo di elemento bidimensionale: ISOSHELL
Page 1 and 2: COMUNE DI POMARANCE RIQUALIFICAZION
Page 3 and 4: Relativamente all’ipotesi di assu
Page 5 and 6: 1.3)Pareti esterne portanti: in KN/
Page 7 and 8: Azione radente pf= qbxcex cf =0,455
Page 9 and 10: R c, = n ⋅ b ⋅ h ⋅ fc, 0, k
Page 11 and 12: Di seguito sono descritti i dati ge
Page 13 and 14: Classi di resistenza dei materiali
Page 15 and 16: Dati trave 108 Classi di resistenza
Page 17 and 18: SLU S = Stato limite ultimo (azione
Page 19 and 20: 5.2 Resistenza di progetto a taglio
Page 21 and 22: Per contrastare il ribaltamento del
Page 23 and 24: Azione assiale per montante 60x120m
Page 25 and 26: FONDAZIONI COMUNE DI POMARANCE RIQU
Page 27 and 28: muffe , si dovrà prevedere la sost
Page 29 and 30: Legno strutturale: Classe di resist
Page 31 and 32: 2MOD7,27/MONTECERBOLI/FN1DI.REL 2 E
Page 33 and 34: 4MOD7,27/MONTECERBOLI/FN1DI.REL 4 1
Page 39 and 40: 10MOD7,27/MONTECERBOLI/FN1DI.REL 10
Page 45: 16MOD7,27/MONTECERBOLI/FN1DI.REL 16

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