Appendice B
Per le posizioni degli elementi si fa riferimento alle Figure 7.1, 7.2 a) e b) , 7.3 e 7.4 riportate al Capitolo 7.
Appendice B.1
Sono riportati nelle tabelle seguenti i risultati delle verifiche effettuate sulle colonne della sottostruttura nel caso in intervento di adeguamento sismico con incremento di controventi rigidi.
Verifica delle colonne della sottostruttura Primo portale
11.80 66.41 113.71 13.79 3.33 3.94 1.86 523.68 3.57 SLV 1
1819 671 625.28 867 223.93 208.67
742 90.06 1117.08 3.63 4.73
11.80 53.76 116.39 15.90 3.26 2.19 1.27 498.70 3.57 SLV 1
1819 671 625.28 867 223.93 208.67
742 85.08 110.60 2.73 3.54
11.80 52.46 114.53 15.86 3.36 2.85 1.18 503.34 3.57 SLV 1
1819 671 625.28 867 223.93 208.67
742 83.50 108.54 3.11 4.04
Verifica a presso flessione biassiale
0.46 Β β€ Β 1 Β Β Β Β Β VERIFICA Verifica di instabilitΓ a presso flessione
Comb
Comb
Comb Pilastro 1C
Pilastro 1B
VERIFICA VERIFICA
Mmy
[kNΒ· m]
MEqyEd
[kNΒ· m]
Mmx
[kNΒ· m]
MEqxEd
[kNΒ· m]
MyEd
[kNΒ·β m]
(testa)
MyEd
[kN Β· m]
(piede)
TyEd [kN]
MxEd
[kNΒ·β m]
(testa)
MyxEd
[kN Β· m]
(piede)
TxEd [kN]
NEd [kN]
Lc [m]
Quota [m]
Pilastro 1A
Verifica di instabilitΓ a presso flessione Ncr
[kN]
Mmy
[kNΒ· m]
MEqyEd
[kNΒ· m]
Mmx
[kNΒ· m]
MEqxEd
[kNΒ· m]
Β VERIFICA 0.49 Β β€ Β 1 Β Β Β Β Β VERIFICA
0.20 Β β€ Β 1 Β Β Β Β Β VERIFICA 0.18 Β β€ Β 1 Β Β Β Β Β VERIFICA VyRd
[kN]
MyplRd
[kNΒ· m]
MyNplRd
[kNΒ· m]
VxRd
[kN]
MxplRd
[kNΒ· m]
MxNplRd
[kNΒ· m]
NON Β VERIFICA Ncr
[kN]
0.49β€ Β 1 Β Β Β Β Β VERIFICA Β VERIFICA
MyEd
[kNΒ·β m]
(testa)
MyEd
[kN Β· m]
(piede)
TyEd [kN]
MxEd
[kNΒ·β m]
(testa)
MyxEd
[kN Β· m]
(piede)
TxEd [kN]
VERIFICA VERIFICA 0.20 Β β€ Β 1 Β Β Β Β Β VERIFICA 0.19 Β β€ Β 1 Β Β Β Β Β VERIFICA
NEd [kN]
Lc [m]
Verifica a presso flessione biassiale VyRd
[kN]
MyplRd
[kNΒ· m]
MyNplRd
[kNΒ· m]
VxRd
[kN]
MxplRd
[kNΒ· m]
MxNplRd
[kNΒ· m]
MxEd
[kNΒ·β m]
(testa)
MyxEd
[kN Β· m]
(piede)
TxEd [kN]
NEd [kN]
Lc [m]
Mmy
[kNΒ· m]
MEqyEd
[kNΒ· m]
Mmx
[kNΒ· m]
MEqxEd
[kNΒ· m]
Quota [m]
Verifica a presso flessione biassiale
MxNplRd
[kNΒ· m]
VyRd
[kN]
MyplRd
[kNΒ· m]
MyNplRd
[kNΒ· m]
VxRd
[kN]
MxplRd
[kNΒ· m]
VERIFICA VERIFICA 0.20 Β β€ Β 1 Β Β Β Β Β VERIFICA 0.18 Β β€ Β 1 Β Β Β Β VERIFICA
Ncr [kN]
Verifica di instabilitΓ a presso flessione Quota
[m] MyEd
[kNΒ·β m]
(testa)
MyEd
[kN Β· m]
(piede)
TyEd [kN]
V"#$
V"%$< 0.5 ππ±ππ
ππ±ππ< π. π πππ±ππ©π₯πππ±ππ + πππ²ππ©π₯πππ²ππ β€ π πππ±ππ
π±ππ©π₯ππ π
+ ππ²ππ ππ²ππ©π₯ππ
ππ§
V"#$ β€ π
V"%$< 0.5 ππ±ππ
ππ±ππ< π. π
πππ; πΈπ΄π
π ; π ; πππ + πππͺπ²ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ
+ πππͺπ±ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ
πππ< πππ« β€ π
V"#$
V"%$< 0.5 ππ±ππ
ππ±ππ< π. π πππ±ππ©π₯πππ±ππ + πππ²ππ©π₯πππ²ππ β€ π πππ±ππ
π±ππ©π₯ππ π
+ ππ²ππ ππ²ππ©π₯ππ
ππ§
V"#$ β€ π
V"%$< 0.5 ππ±ππ
ππ±ππ< π. π
πππ; πΈπ΄π
π ; π ; πππ + πππͺπ²ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ
+ πππͺπ±ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ
πππ< πππ« β€ π
V"#$
V"%$< 0.5 ππ±ππ
ππ±ππ< π. π πππ±ππ©π₯πππ±ππ + πππ²ππ©π₯πππ²ππ β€ π πππ±ππ
π±ππ©π₯ππ π
+ ππ²ππ ππ²ππ©π₯ππ
ππ§
V"#$ β€ π
V"%$< 0.5 ππ±ππ
ππ±ππ< π. π
πππ; πΈπ΄π
π ; π ; πππ + πππͺπ²ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ
+ πππͺπ±ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ
πππ< πππ« β€ π
Tabella B.1. a): Dettaglio verifiche delle colonne primo portale
Tabella B.1 b): Dettaglio verifiche delle colonne secondo portale
11.80 59.13 111.54 13.56 3.19 3.82 1.79 505.36 3.57 SLV 1
1819 671 625.28 867 223.93 298.67
742 85.33 110.94 3.11 4.04
Verifica a presso flessione biassiale VyRd
[kN]
MyplRd
[kNΒ· m]
MyNplRd
[kNΒ· m]
VxRd
[kN]
MxplRd
[kNΒ· m]
MxNplRd
[kNΒ· m]
Comb Pilastro 1D
Quota
[m] MyEd
[kNΒ·β m]
(testa)
MyEd
[kN Β· m]
(piede)
TyEd [kN]
MxEd
[kNΒ·β m]
(testa)
MyxEd
[kN Β· m]
(piede)
Verifica di instabilitΓ a presso flessione Ncr
[kN]
Mmy
[kNΒ· m]
MEqyEd
[kNΒ· m]
Mmx
[kNΒ· m]
MEqxEd
[kNΒ· m]
VERIFICA 0.47 Β β€ Β 1 Β Β Β Β Β VERIFICA
VERIFICA VERIFICA 0.19 Β β€ Β 1 Β Β Β Β Β VERIFICA 0.18 Β β€ Β 1 Β Β Β Β Β VERIFICA
TxEd [kN]
NEd [kN]
Lc [m]
V"#$
V"%$< 0.5 ππ±ππ
ππ±ππ< π. π πππ±ππ
π±ππ©π₯ππ+ ππ²ππ
ππ²ππ©π₯ππβ€ π ππ±ππ ππ±ππ©π₯ππ
π + ππ²ππ
ππ²ππ©π₯ππ ππ§
V"#$ β€ π
V"%$< 0.5 ππ±ππ
ππ±ππ< π. π
πππ; πΈπ΄π
π ; π ; πππ + πππͺπ²ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ
+ πππͺπ±ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ
πππ< πππ« β€ π
11.80 50.37 83.56 8.54 3.04 3.96 1.79 617.30 3.57 SLV 1
1819 671 625.28 867 223.93 208.67
742 66.97 87.05 3.50 4.55
11.80 49.01 88.13 6.97 3.25 2.53 1.85 602.18 3.57 SLV 1
1819 671 625.28 867 223.93 208.67
742 68.57 89.14 2.89 3.76
11.80 47.82 75.60 6.93 3.31 3.51 1.78 602.67 3.57 SLV 1
1819 671 625.28 867 223.93 208.67
742 61.71 80.22 3.41 4.43
11.80 49.27 81.65 8.33 2.95 3.88 1.75 602.67 3.57 SLV 1
1819 671 625.28 867 223.93 208.67
742 VERIFICA 65.46 85.10 3.42 4.44 0.48 Β β€ Β 1 Β Β Β Β Β VERIFICA
MEqyEd
[kNΒ· m]
Mmx
[kNΒ· m]
MEqxEd
[kNΒ· m]
VERIFICA VERIFICA 0.15 Β β€ Β 1 Β Β Β Β Β VERIFICA 0.13 Β β€ Β 1 Β Β Β Β Β VERIFICA
Verifica di instabilitΓ a presso flessione Ncr
[kN]
Mmy
[kNΒ· m]
NEd [kN]
Lc [m]
Verifica a presso flessione biassiale VyRd
[kN]
MyplRd
[kNΒ· m]
MyNplRd
[kNΒ· m]
VxRd
[kN]
MxplRd
[kNΒ· m]
MxNplRd
[kNΒ· m]
Comb Pilastro 2D
MEqyEd
[kNΒ· m]
Mmx
[kNΒ· m]
MEqxEd
[kNΒ· m]
Verifica VERIFICA 0.12 Β β€ Β 1 Β Β Β Β Β VERIFICA 0.14 Β β€ Β 1 Β Β Β Β Β VERIFICA
Verifica di instabilitΓ a presso flessione Ncr
[kN]
Mmy
[kNΒ· m]
VERIFICA
Quota
[m] MyEd
[kNΒ·β m]
(testa)
MyEd
[kN Β· m]
(piede)
TyEd [kN]
MxEd
[kNΒ·β m]
(testa)
MyxEd
[kN Β· m]
(piede)
TxEd [kN]
Lc [m]
0.47 Β β€ Β 1 Β Β Β Β Β VERIFICA Verifica a presso flessione biassiale
VyRd
[kN]
MyplRd
[kNΒ· m]
MyNplRd
[kNΒ· m]
VxRd
[kN]
MxplRd
[kNΒ· m]
MxNplRd
[kNΒ· m]
Comb Pilastro 2C
MEqyEd
[kNΒ· m]
Mmx
[kNΒ· m]
MEqxEd
[kNΒ· m]
Verifica VERIFICA 0.14 Β β€ Β 1 Β Β Β Β Β VERIFICA 0.16 Β β€ Β 1 Β Β Β Β Β VERIFICA
Verifica di instabilitΓ a presso flessione Ncr
[kN]
Mmy
[kNΒ· m]
VERIFICA
Quota
[m] MyEd
[kNΒ·β m]
(testa)
MyEd
[kN Β· m]
(piede)
TyEd [kN]
MxEd
[kNΒ·β m]
(testa)
MyxEd
[kN Β· m]
(piede)
TxEd [kN]
NEd [kN]
NEd [kN]
Lc [m]
0.48 Β β€ Β 1 Β Β Β Β Β VERIFICA Verifica a presso flessione biassiale
VyRd
[kN]
MyplRd
[kNΒ· m]
MyNplRd
[kNΒ· m]
VxRd
[kN]
MxplRd
[kNΒ· m]
MxNplRd
[kNΒ· m]
Comb Pilastro 2B
MEqyEd
[kNΒ· m]
Mmx
[kNΒ· m]
MEqxEd
[kNΒ· m]
VERIFICA VERIFICA 0.15 Β β€ Β 1 Β Β Β Β Β VERIFICA 0.13 Β β€ Β 1 Β Β Β Β VERIFICA
Verifica di instabilitΓ a presso flessione Ncr
[kN]
Mmy
[kNΒ· m]
VERIFICA
Quota
[m] MyEd
[kNΒ·β m]
(testa)
MyEd
[kN Β· m]
(piede)
TyEd [kN]
MxEd
[kNΒ·β m]
(testa)
MyxEd
[kN Β· m]
(piede)
0.48 Β β€ Β 1 Β Β Β Β Β VERIFICA
TxEd [kN]
Verifica a presso flessione biassiale VyRd
[kN]
MyplRd
[kNΒ· m]
MyNplRd
[kNΒ· m]
VxRd
[kN]
MxplRd
[kNΒ· m]
MxNplRd
[kNΒ· m]
Lc
[m] Comb
Pilastro 2A Quota
[m] MyEd
[kNΒ·β m]
(testa)
MyEd
[kN Β· m]
(piede)
TyEd [kN]
MxEd
[kNΒ·β m]
(testa)
MyxEd
[kN Β· m]
(piede)
TxEd [kN]
NEd [kN]
V"#$
V"%$< 0.5 ππ±ππ
ππ±ππ< π. π πππ±ππ
π±ππ©π₯ππ+ ππ²ππ
ππ²ππ©π₯ππβ€ π ππ±ππ ππ±ππ©π₯ππ
π + ππ²ππ
ππ²ππ©π₯ππ ππ§
V"#$ β€ π
V"%$< 0.5 ππ±ππ
ππ±ππ< π. π
πππ; πΈπ΄π
π ; π ; πππ + πππͺπ²ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ
+ πππͺπ±ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ
πππ< πππ« β€ π
V"#$
V"%$< 0.5 ππ±ππ
ππ±ππ< π. π πππ±ππ
π±ππ©π₯ππ+ ππ²ππ
ππ²ππ©π₯ππβ€ π ππ±ππ ππ±ππ©π₯ππ
π + ππ²ππ
ππ²ππ©π₯ππ ππ§
V"#$ β€ π
V"%$< 0.5 ππ±ππ
ππ±ππ< π. π
πππ; πΈπ΄π
π ; π ; πππ + πππͺπ²ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ
+ πππͺπ±ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ
πππ< πππ« β€ π
V"#$
V"%$< 0.5 ππ±ππ
ππ±ππ< π. π πππ±ππ©π₯πππ±ππ + πππ²ππ©π₯πππ²ππ β€ π πππ±ππ
π±ππ©π₯ππ π
+ ππ²ππ ππ²ππ©π₯ππ
ππ§
V"#$ β€ π
V"%$< 0.5 ππ±ππ
ππ±ππ< π. π
πππ; πΈπ΄π
π ; π ; πππ + πππͺπ²ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ
+ πππͺπ±ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ
πππ< πππ« β€ π
V"#$
V"%$
< 0.5 ππ±ππ
ππ±ππ< π. π πππ±ππ©π₯πππ±ππ + πππ²ππ©π₯πππ²ππ β€ π πππ±ππ
π±ππ©π₯ππ π
+ ππ²ππ ππ²ππ©π₯ππ
ππ§
V"#$ β€ π V"%$
< 0.5 ππ±ππ
ππ±ππ< π. π
πππ; πΈπ΄π
π ; π ; πππ + πππͺπ²ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ
+ πππͺπ±ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ
πππ< πππ« β€ π V"#$
V"%$
< 0.5 ππ±ππ
ππ±ππ< π. π πππ±ππ©π₯πππ±ππ + πππ²ππ©π₯πππ²ππ β€ π πππ±ππ
π±ππ©π₯ππ π
+ ππ²ππ ππ²ππ©π₯ππ
ππ§
V"#$ β€ π V"%$
< 0.5 ππ±ππ
ππ±ππ< π. π
πππ; πΈπ΄π
π ; π ; πππ + πππͺπ²ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ
+ πππͺπ±ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ
πππ< πππ« β€ π
Terzo portale
Tabella B.1 c): Dettaglio verifiche delle colonne terzo portale
11.80 50.29 97.61 12.13 2.74 4.02 1.72 606.87 3.57 SLV 1
1819 671 625.28 867 223.93 208.67
742 73.95 96.14 3.38 4.39
11.80 36.42 120.75 23.12 3.02 3.46 1.74 581.91 3.57 SLV 1
1819 671 625.28 867 223.93 208.67
742 78.60 102.18 3.24 4.21
11.80 35.66 118.43 22.75 3.07 3.48 1.72 579.66 3.57 SLV 1
1819 671 625.28 867 223.93 208.67
742 72.67 94.46 3.32 4.32
11.80 49.90 95.43 11.86 2.68 3.96 1.69 594.69 3.57 SLV 1
1819 671 625.28 867 223.93 208.67
742 VERIFICA 72.67 94.46 3.32 4.32 0.49 Β β€ Β 1 Β Β Β Β Β VERIFICA
MEqyEd
[kNΒ· m]
Mmx
[kNΒ· m]
MEqxEd
[kNΒ· m]
VERIFICA VERIFICA 0.17 Β β€ Β 1 Β Β Β Β Β VERIFICA 0.15 Β β€ Β 1 Β Β Β Β Β VERIFICA
Verifica di instabilitΓ a presso flessione Ncr
[kN]
Mmy
[kNΒ· m]
TxEd [kN]
NEd [kN]
Lc [m]
Verifica a presso flessione biassiale VyRd
[kN]
MyplRd
[kNΒ· m]
MyNplRd
[kNΒ· m]
VxRd
[kN]
MxplRd
[kNΒ· m]
MxNplRd
[kNΒ· m]
Comb Quota
[m] MyEd
[kNΒ·β m]
(testa)
MyEd
[kN Β· m]
(piede)
TyEd [kN]
MxEd
[kNΒ·β m]
(testa)
MyxEd
[kN Β· m]
(piede) Pilastro 3D
MEqyEd
[kNΒ· m]
Mmx
[kNΒ· m]
MEqxEd
[kNΒ· m]
VERIFICA VERIFICA 0.21 Β β€ Β 1 Β Β Β Β Β VERIFICA 0.19 Β β€ Β 1 Β Β Β Β Β VERIFICA
Verifica di instabilitΓ a presso flessione Ncr
[kN]
Mmy
[kNΒ· m]
VERIFICA 0.48β€ Β 1 Β Β Β Β Β VERIFICA
TxEd [kN]
NEd [kN]
Lc [m]
Verifica a presso flessione biassiale VyRd
[kN]
MyplRd
[kNΒ· m]
MyNplRd
[kNΒ· m]
VxRd
[kN]
MxplRd
[kNΒ· m]
MxNplRd
[kNΒ· m]
Comb Quota
[m] MyEd
[kNΒ·β m]
(testa)
MyEd
[kN Β· m]
(piede)
TyEd [kN]
MxEd
[kNΒ·β m]
(testa)
MyxEd
[kN Β· m]
(piede) Pilastro 3C
MEqyEd
[kNΒ· m]
Mmx
[kNΒ· m]
MEqxEd
[kNΒ· m]
VERIFICA VERIFICA 0.21 Β β€ Β 1 Β Β Β Β Β VERIFICA 0.19 Β β€ Β 1 Β Β Β Β Β VERIFICA
Verifica di instabilitΓ a presso flessione Ncr
[kN]
Mmy
[kNΒ· m]
VERIFICA 0.50 Β β€ Β 1 Β Β Β Β Β VERIFICA
TxEd [kN]
NEd [kN]
Lc [m]
Verifica a presso flessione biassiale VyRd
[kN]
MyplRd
[kNΒ· m]
MyNplRd
[kNΒ· m]
VxRd
[kN]
MxplRd
[kNΒ· m]
MxNplRd
[kNΒ· m]
Comb Quota
[m] MyEd
[kNΒ·β m]
(testa)
MyEd
[kN Β· m]
(piede)
TyEd [kN]
MxEd
[kNΒ·β m]
(testa)
MyxEd
[kN Β· m]
(piede) Pilastro 3B
MEqyEd
[kNΒ· m]
Mmx
[kNΒ· m]
MEqxEd
[kNΒ· m]
VERIFICA VERIFICA 0.18β€ Β 1 Β Β Β Β Β VERIFICA 0.16 Β β€ Β 1 Β Β Β Β VERIFICA
Verifica di instabilitΓ a presso flessione Ncr
[kN]
Mmy
[kNΒ· m]
VERIFICA 0.50 Β β€ Β 1 Β Β Β Β Β VERIFICA
Verifica a presso flessione biassiale VyRd
[kN]
MyplRd
[kNΒ· m]
MyNplRd
[kNΒ· m]
VxRd
[kN]
MxplRd
[kNΒ· m]
MxNplRd
[kNΒ· m]
Lc [m]
Comb Pilastro 3A
Quota
[m] MyEd
[kNΒ·β m]
(testa)
MyEd
[kN Β· m]
(piede)
TyEd [kN]
MxEd
[kNΒ·β m]
(testa)
MyxEd
[kN Β· m]
(piede)
TxEd [kN]
NEd [kN]
V"#$
V"%$< 0.5 ππ±ππ
ππ±ππ< π. π πππ±ππ©π₯πππ±ππ + πππ²ππ©π₯πππ²ππ β€ π πππ±ππ
π±ππ©π₯ππ π
+ ππ²ππ ππ²ππ©π₯ππ
ππ§
V"#$ β€ π
V"%$< 0.5 ππ±ππ
ππ±ππ< π. π
πππ; πΈπ΄π
π ; π ; πππ + πππͺπ²ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ
+ πππͺπ±ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ πππ< πππ« β€ π
V"#$
V"%$< 0.5 ππ±ππ
ππ±ππ< π. π πππ±ππ©π₯πππ±ππ + πππ²ππ©π₯πππ²ππ β€ π πππ±ππ
π±ππ©π₯ππ π
+ ππ²ππ ππ²ππ©π₯ππ
ππ§
V"#$ β€ π
V"%$< 0.5 ππ±ππ
ππ±ππ< π. π
πππ; πΈπ΄π
π ; π ; πππ + πππͺπ²ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ
+ πππͺπ±ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ πππ< πππ« β€ π
V"#$
V"%$< 0.5 ππ±ππ
ππ±ππ< π. π πππ±ππ
π±ππ©π₯ππ+ ππ²ππ
ππ²ππ©π₯ππβ€ π ππ±ππ ππ±ππ©π₯ππ
π + ππ²ππ
ππ²ππ©π₯ππ ππ§
V"#$ β€ π
V"%$< 0.5 ππ±ππ
ππ±ππ< π. π
πππ; πΈπ΄π
π ; π ; πππ + πππͺπ²ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ
+ πππͺπ±ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ πππ< πππ« β€ π
V"#$
V"%$< 0.5 ππ±ππ
ππ±ππ
< π. π πππ±ππ
π±ππ©π₯ππ+ ππ²ππ
ππ²ππ©π₯ππβ€ π ππ±ππ ππ±ππ©π₯ππ
π + ππ²ππ
ππ²ππ©π₯ππ ππ§
V"#$ β€ π
V"%$< 0.5 ππ±ππ
ππ±ππ
< π. π
πππ; πΈπ΄π
π ; π ; πππ + πππͺπ²ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ
+ πππͺπ±ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ
πππ< πππ« β€ π V"#$
V"%$< 0.5 ππ±ππ
ππ±ππ
< π. π πππ±ππ
π±ππ©π₯ππ+ ππ²ππ
ππ²ππ©π₯ππβ€ π ππ±ππ ππ±ππ©π₯ππ
π + ππ²ππ
ππ²ππ©π₯ππ ππ§
V"#$ β€ π
V"%$< 0.5 ππ±ππ
ππ±ππ
< π. π
πππ; πΈπ΄π
π ; π ; πππ + πππͺπ²ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ
+ πππͺπ±ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ
πππ< πππ« β€ π
Quarto portale
Tabella B.1 d): Dettaglio verifiche delle colonne quarto portale
11.80 38.62 93.09 14.12 3.20 5.00 2.10 520.36 3.57 SLV 1
1819 671 625.28 867 223.93 208.67
742 65.86 85.61 4.10 5.33
11.80 49.42 87.45 20.36 32.11 3.58 2.11 491.58 3.57 SLV 1
1819 671 625.28 867 223.93 208.67
742 68.44 88.97 3.35 4.35
11.80 48.31 85.70 19.97 3.10 3.55 2.07 488.55 3.57 SLV 1
1819 671 625.28 867 223.93 208.67
742 67.00 87.11 2.81 3.65
11.80 38.14 91.84 13.77 3.19 4.97 2.09 512.82 3.57 SLV 1
1819 671 625.28 867 223.93 208.67
742 VERIFICA 64.99 84.49 4.08 5.30 0.43 Β β€ Β 1 Β Β Β Β Β VERIFICA
MEqyEd
[kNΒ· m]
Mmx
[kNΒ· m]
MEqxEd
[kNΒ· m]
VERIFICA VERIFICA 0.17 Β β€ Β 1 Β Β Β Β Β VERIFICA 0.15 Β β€ Β 1 Β Β Β Β Β VERIFICA
Verifica di instabilitΓ a presso flessione Ncr
[kN]
Mmy
[kNΒ· m]
TxEd [kN]
NEd [kN]
Lc [m]
Verifica a presso flessione biassiale VyRd
[kN]
MyplRd
[kNΒ· m]
MyNplRd
[kNΒ· m]
VxRd
[kN]
MxplRd
[kNΒ· m]
MxNplRd
[kNΒ· m]
Comb Quota
[m] MyEd
[kNΒ·β m]
(testa)
MyEd
[kN Β· m]
(piede)
TyEd [kN]
MxEd
[kNΒ·β m]
(testa)
MyxEd
[kN Β· m]
(piede) Pilastro 4D
MEqyEd
[kNΒ· m]
Mmx
[kNΒ· m]
MEqxEd
[kNΒ· m]
Verifica VERIFICA 0.14 Β β€ Β 1 Β Β Β Β Β VERIFICA 0.15 Β β€ Β 1 Β Β Β Β Β VERIFICA
Verifica di instabilitΓ a presso flessione Ncr
[kN]
Mmy
[kNΒ· m]
VERIFICA 0.41 Β β€ Β 1 Β Β Β Β Β VERIFICA
TxEd [kN]
NEd [kN]
Lc [m]
Verifica a presso flessione biassiale VyRd
[kN]
MyplRd
[kNΒ· m]
MyNplRd
[kNΒ· m]
VxRd
[kN]
MxplRd
[kNΒ· m]
MxNplRd
[kNΒ· m]
Comb Quota
[m] MyEd
[kNΒ·β m]
(testa)
MyEd
[kN Β· m]
(piede)
TyEd [kN]
MxEd
[kNΒ·β m]
(testa)
MyxEd
[kN Β· m]
(piede) Pilastro 4C
MEqyEd
[kNΒ· m]
Mmx
[kNΒ· m]
MEqxEd
[kNΒ· m]
Verifica VERIFICA 0.16 Β β€ Β 1 Β Β Β Β Β VERIFICA 0.14 Β β€ Β 1 Β Β Β Β Β VERIFICA
Verifica di instabilitΓ a presso flessione Ncr
[kN]
Mmy
[kNΒ· m]
VERIFICA 0.42 Β β€ Β 1 Β Β Β Β Β VERIFICA
TxEd [kN]
NEd [kN]
Lc [m]
Verifica a presso flessione biassiale VyRd
[kN]
MyplRd
[kNΒ· m]
MyNplRd
[kNΒ· m]
VxRd
[kN]
MxplRd
[kNΒ· m]
MxNplRd
[kNΒ· m]
Comb Quota
[m] MyEd
[kNΒ·β m]
(testa)
MyEd
[kN Β· m]
(piede)
TyEd [kN]
MxEd
[kNΒ·β m]
(testa)
MyxEd
[kN Β· m]
(piede) Pilastro 4B
MEqyEd
[kNΒ· m]
Mmx
[kNΒ· m]
MEqxEd
[kNΒ· m]
VERIFICA VERIFICA 0.17 Β β€ Β 1 Β Β Β Β Β VERIFICA 0.15 Β β€ Β 1 Β Β Β Β Β VERIFICA
Verifica di instabilitΓ a presso flessione
Β Ncr
[kN]
Mmy
[kNΒ· m]
VERIFICA 0.44 Β β€ Β 1 Β Β Β Β Β VERIFICA
Verifica a presso flessione biassiale VyRd
[kN]
MyplRd
[kNΒ· m]
MyNplRd
[kNΒ· m]
VxRd
[kN]
MxplRd
[kNΒ· m]
MxNplRd
[kNΒ· m]
Lc [m]
Comb Pilastro 4A
Quota
[m] MyEd
[kNΒ·β m]
(testa)
MyEd
[kN Β· m]
(piede)
TyEd [kN]
MxEd
[kNΒ·β m]
(testa)
MyxEd
[kN Β· m]
(piede)
TxEd [kN]
NEd [kN]
V"#$
V"%$< 0.5 ππ±ππ
ππ±ππ< π. π πππ±ππ©π₯πππ±ππ + πππ²ππ©π₯πππ²ππ β€ π πππ±ππ
π±ππ©π₯ππ π
+ ππ²ππ ππ²ππ©π₯ππ
ππ§
V"#$ β€ π
V"%$< 0.5 ππ±ππ
ππ±ππ< π. π
πππ; πΈπ΄π
π ; π ; πππ + πππͺπ²ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ
+ πππͺπ±ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ πππ< πππ« β€ π
V"#$
V"%$< 0.5 ππ±ππ
ππ±ππ< π. π πππ±ππ©π₯πππ±ππ + πππ²ππ©π₯πππ²ππ β€ π πππ±ππ
π±ππ©π₯ππ π
+ ππ²ππ ππ²ππ©π₯ππ
ππ§
V"#$ β€ π
V"%$< 0.5 ππ±ππ
ππ±ππ< π. π
πππ; πΈπ΄π
π ; π ; πππ + πππͺπ²ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ
+ πππͺπ±ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ πππ< πππ« β€ π
V"#$
V"%$< 0.5 ππ±ππ
ππ±ππ< π. π πππ±ππ
π±ππ©π₯ππ+ ππ²ππ
ππ²ππ©π₯ππβ€ π ππ±ππ ππ±ππ©π₯ππ
π + ππ²ππ
ππ²ππ©π₯ππ ππ§
V"#$ β€ π
V"%$< 0.5 ππ±ππ
ππ±ππ< π. π
πππ; πΈπ΄π
π ; π ; πππ + πππͺπ²ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ
+ πππͺπ±ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ πππ< πππ« β€ π
V"#$
V"%$< 0.5 ππ±ππ
ππ±ππ
< π. π πππ±ππ
π±ππ©π₯ππ+ ππ²ππ
ππ²ππ©π₯ππβ€ π ππ±ππ ππ±ππ©π₯ππ
π + ππ²ππ
ππ²ππ©π₯ππ ππ§
V"#$ β€ π
V"%$< 0.5 ππ±ππ
ππ±ππ
< π. π
πππ; πΈπ΄π
π ; π ; πππ + πππͺπ²ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ
+ πππͺπ±ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ
πππ< πππ« β€ π V"#$
V"%$< 0.5 ππ±ππ
ππ±ππ
< π. π πππ±ππ
π±ππ©π₯ππ+ ππ²ππ
ππ²ππ©π₯ππβ€ π ππ±ππ ππ±ππ©π₯ππ
π + ππ²ππ
ππ²ππ©π₯ππ ππ§
V"#$ β€ π
V"%$< 0.5 ππ±ππ
ππ±ππ
< π. π
πππ; πΈπ΄π
π ; π ; πππ + πππͺπ²ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ
+ πππͺπ±ππ; πΈπ΄π πΎπππ; πππ; π β π΅π΅π¬π ππ
πππ< πππ« β€ π