C:\PC-FRAU\LAVORI\3816_RAVENNA\PROGETTO ESECUTIVO ...

Num.Ord.
TARIFFA
DESIGNAZIONE DEI LAVORI
pag. 21
D I M E N S I O N I
I M P O R T I
Quantità
par.ug. lung. larg. H/peso unitario TOTALE
COMMITTENTE:
R I P O R T O 190.199,010 812.882,28
Armature in corrisp. pilastri:
4+4d.16 sup *(par.ug.=8*18) 144,000 2,000 1,578 454,460
Arm. integrativa trasversale:
d.10/20 inf L=500 (50.00/0.20=250) 250,000 5,000 0,617 771,250
d.10/20 sup di bordo L=200 (30.00/
0.20=150) 150,000 2,000 0,617 185,100
d.10/20 sup di bordo L=240 (20.00/
0.20=100) 100,000 2,400 0,617 148,080
d.10/20 sup di bordo L=250 (20.40/
0.20=102) 102,000 2,500 0,617 157,340
d.10/20 sup di bordo L=260 (19.00/
0.20=95) 95,000 2,600 0,617 152,400
Arm. integrativa longitudinale:
d.10/20 sup di bordo L=250 (11.00/
0.20=55) 55,000 2,500 0,617 84,840
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PILASTRI CIRCOLARI - armatura interna
8d.16
CORPO C1 (tot. n.28)
1°ordine - L=375 *(par.ug.=28*8) 224,000 3,750 1,578 1 .325,520
2°ordine - L=365 *(par.ug.=28*8) 224,000 3,650 1,578 1 .290,170
3°ordine - L=355 medio *(par.ug.=28*8) 224,000 3,550 1 ,578 1.254,830
sovrapp. e risvolti 5% kg 110,000 110,000
CORPO C2 (tot. n.23)
1°ordine - L=375 *(par.ug.=23*8) 184,000 3,750 1,578 1 .088,820
2°ordine - L=365 *(par.ug.=23*8) 184,000 3,650 1,578 1 .059,780
3°ordine - L=355 medio *(par.ug.=23*8) 184,000 3,550 1 ,578 1.030,750
sovrapp. e risvolti 5% kg 90,000 90,000
CORPO C3
Interrato - L=425 *(par.ug.=2*8) 16,000 4,250 1,578 107,300
1°ordine - L=375 *(par.ug.=18*8) 144,000 3,750 1,578 85 2,120
2°ordine - L=365 *(par.ug.=18*8) 144,000 3,650 1,578 82 9,400
3°ordine - L=355 medio *(par.ug.=18*8) 144,000 3,550 1 ,578 806,670
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NUCLEI VANI SCALE
NUCLEO SCALA C1:
PLATEA VANO SCALA C1:
sup e inf 1d.16/20 - long *(par.ug.=2*26) 52,000 10,700 1,578 878,000
sup e inf 1d.16/20 - trasv *(par.ug.=2*48) 96,000 6,200 1,578 939,230
attese sui setti 1+1d.16/20 L=200 POS.1
*(par.ug.=2*40) 80,000 2,000 1,578 252,480
attese sui setti 1+1d.20/20 L=200 POS.2
*(par.ug.=2*37) 74,000 2,000 2,466 364,970
attese su filo C1/A 1+1d.20/20 - vert
L=190 *(par.ug.=2*48) 96,000 1,900 2,466 449,800
ferri su cordolo filo C1/A long. 4+4d.16
L=860 8,000 8,600 1,578 108,570
idem - 1+1d.10/20 rip. 10,000 8,600 0,617 53,060
idem . st.d.10/20 L=340 44,000 3,400 0,617 92,300
idem - 1d.10/20 ad U L=150 44,000 1,500 0,617 40,720
ferri nel cordoli bassi - long. 2d.16 *
(lung.=5,80+3,20) 2,000 9,000 1,578 28,400
idem - rip. 1+1d.10/20 *(lung.=5,80+3,20) 8,000 9,000 0,617 44,420
idem - vert. 1+1d.10/20 *(par.ug.=2*(26+
13)) 78,000 1,900 0,617 91,440
MURI SCALA C1:
vert 1+1d.16/20 POS.3 *(par.ug.=2*40) 80,000 5,600 1,578 706,940
vert 1+1d.20/20 POS.4 *(par.ug.=2*37) 74,000 5,600 2,466 1.021,910
vert 1+1d.12/20 POS.5 *(par.ug.=2*68) 136,000 4,650 0,888 561,570
vert 1+1d.12/20 POS.7 *(par.ug.=2*68) 136,000 3,500 0,888 422,690
vert 1+1d.16 POS.6 18,000 4,650 1,578 132,080
vert 1+1d.16 POS.8 18,000 3,500 1,578 99,410
forcelle vert 1 d.12/20 POS.9 68,000 3,400 0,888 205,310
forcelle vert 1 d.16 POS.10 9,000 3,400 1,578 48,290
orizz. 1+1 d.12/20 L=420 (parte bassa) *
(par.ug.=2*2*23) 92,000 4,200 0,888 343,120
orizz. 1+1 d.10/20 L=420 (parte alta) *
(par.ug.=2*2*37) 148,000 4,200 0,617 383,530
forcelle orizz. 1d.12/20 (parte bassa) *
(par.ug.=4*23) 92,000 1,600 0,888 130,710
A R I P O R T A R E 209.396,790 812.882,28