PIANTA FILI FISSI - Scala 1:50 Solaio in ca - Scala 1:50 Carpenteria ...
PIANTA FILI FISSI - Scala 1:50 Solaio in ca - Scala 1:50 Carpenteria ...
PIANTA FILI FISSI - Scala 1:50 Solaio in ca - Scala 1:50 Carpenteria ...
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3.30 13.30<br />
1.45<br />
UNIVERSITA' DEGLI STUDI DI CASSINO<br />
FACOLTA' DI INGEGNERIA<br />
CORSO DI LAUREA SPECIALISTICA IN INGEGNERIA CIVILE<br />
Corso di Progetto di Strutture:<br />
PROGETTO DI UN EDIFICIO<br />
IN CALCESTRUZZO ARMATO IN ZONA SISMICA<br />
� Pianta architettonico<br />
� Pianta fili fissi<br />
� <strong>Carpenteria</strong><br />
Docente:<br />
3.85<br />
3.05<br />
3.80<br />
2.60<br />
7.40<br />
Ing. Ernesto Grande<br />
1.20<br />
1.00<br />
3.10<br />
2.60<br />
1.40<br />
0.60<br />
3.<strong>50</strong> 2.10<br />
Anno Ac<strong>ca</strong>demico 2007/2008<br />
<strong>PIANTA</strong> PIANO PRIMO - <strong>S<strong>ca</strong>la</strong> 1:<strong>50</strong><br />
4.20<br />
4.20<br />
4.80<br />
5.60<br />
4.00 1.60<br />
6.90<br />
4.60<br />
Studenti:<br />
1<br />
Stefania Del Signore<br />
Mauro Vallerotonda<br />
0,2<br />
0.63<br />
1.20<br />
1.<strong>50</strong><br />
1.10<br />
1.55<br />
2.40<br />
2.70<br />
0.75<br />
3.00<br />
29,4<br />
5.90 2.90 5.90<br />
2.80<br />
2.30<br />
2.60<br />
0.3<br />
1.601.<strong>50</strong><br />
0.75<br />
1.20<br />
Pilastri<br />
4.80<br />
4.60<br />
5.60<br />
2.20<br />
2.90<br />
2.15<br />
0.6<br />
0.87<br />
4.00<br />
4.00<br />
2.00<br />
1.00<br />
3.10<br />
2.<strong>50</strong><br />
3.55<br />
1.70<br />
0.63 1.25 0.85<br />
5.60<br />
8.80 5.90<br />
2.33 1.20 2.37 1.00 1.90<br />
2.35 1.20 2.35<br />
7.30<br />
5.30<br />
Pilastri - Piano I Piano II Piano III Piano VI Piano V Piano<br />
A_1 70 x 30 60 x 30 <strong>50</strong> x 30 <strong>50</strong> x 30 <strong>50</strong> x 30<br />
B_1 70 x 30 60 x 30 <strong>50</strong> x 30 <strong>50</strong> x 30 <strong>50</strong> x 30<br />
C_1 70 x 30 60 x 30 <strong>50</strong> x 30 <strong>50</strong> x 30 <strong>50</strong> x 30<br />
D_1 70 x 30 60 x 30 <strong>50</strong> x 30 <strong>50</strong> x 30 <strong>50</strong> x 30<br />
A_2 30 x 70 30 x 60 30 x <strong>50</strong> 30 x <strong>50</strong> 30 x <strong>50</strong><br />
B_2 30 x 70 30 x 60 30 x <strong>50</strong> 30 x <strong>50</strong> 30 x <strong>50</strong><br />
C_2 30 x 70 30 x 60 30 x <strong>50</strong> 30 x <strong>50</strong> 30 x <strong>50</strong><br />
D_2 30 x 70 30 x 60 30 x <strong>50</strong> 30 x <strong>50</strong> 30 x <strong>50</strong><br />
A_3 30 x 70 30 x 60 30 x <strong>50</strong> 30 x <strong>50</strong> 30 x <strong>50</strong><br />
B_3 30 x 70 30 x 60 30 x <strong>50</strong> 30 x <strong>50</strong> 30 x <strong>50</strong><br />
C_3 30 x 70 30 x 60 30 x <strong>50</strong> 30 x <strong>50</strong> 30 x <strong>50</strong><br />
D_3 30 x 70 30 x 60 30 x <strong>50</strong> 30 x <strong>50</strong> 30 x <strong>50</strong><br />
A_4 70 x 30 60 x 30 <strong>50</strong> x 30 <strong>50</strong> x 30 <strong>50</strong> x 30<br />
B_4 70 x 30 60 x 30 <strong>50</strong> x 30 <strong>50</strong> x 30 <strong>50</strong> x 30<br />
C_4 30 x 70 30 x 60 30 x <strong>50</strong> 30 x <strong>50</strong> 30 x <strong>50</strong><br />
D_4 30 x 70 30 x 60 30 x <strong>50</strong> 30 x <strong>50</strong> 30 x <strong>50</strong><br />
C_5 70 x 30 60 x 30 <strong>50</strong> x 30 <strong>50</strong> x 30 <strong>50</strong> x 30<br />
D_5 70 x 30 60 x 30 <strong>50</strong> x 30 <strong>50</strong> x 30 <strong>50</strong> x 30<br />
1.20<br />
4.40<br />
3.30 4.80 3.75 4.80<br />
16.60<br />
16.90<br />
Unità abitative<br />
Codice Immobile Denom<strong>in</strong>azione Mq<br />
Cl1_I1 1 Camera da letto 1 17.36<br />
CL2_I1 1 Camera da letto 2 10.92<br />
WC_I1 1 Bagno 5.88<br />
AC_I1 1 Angolo Cottura 8.22<br />
S_I1 1 Soggiorno 19.60<br />
Cl1_I2 2 Camera da letto 1 17.36<br />
CL2_I2 2 Camera da letto 2 10.00<br />
CL3_I2 2 Camera da letto 3 13.32<br />
WC1_I2 2 Bagno 1 8.13<br />
WC2_I2 2 Bagno 2 3.40<br />
S-C_I2 2 Soggiorno-Cuc<strong>in</strong>a 37.92<br />
13.60<br />
8.65<br />
4.90<br />
O.OO<br />
A_1<br />
A_2<br />
A_3<br />
A_4<br />
<strong>PIANTA</strong> <strong>FILI</strong> <strong>FISSI</strong> - <strong>S<strong>ca</strong>la</strong> 1:<strong>50</strong><br />
6.20<br />
8.80<br />
B_1<br />
B_2<br />
B_3<br />
B_4<br />
15.00<br />
C_1<br />
C_2<br />
C_3<br />
C_4<br />
C_5<br />
D_1<br />
D_2<br />
D_3<br />
D_4<br />
D_5<br />
Armatura di ripartizione<br />
8/10<br />
Travetto di bordo 4 8<br />
staffe 8/10<br />
staffe 8/10<br />
7 12<br />
Sbalzo d'angolo<br />
TAV. 2<br />
D<br />
Rete di ripartizione<br />
8/15<br />
30X<strong>50</strong><br />
3 10 L=170<br />
15<br />
15<br />
15 3 10 L=1<strong>50</strong> 15<br />
15 x 22<br />
Armatura sbalzo laterale<br />
2 10<br />
15 15<br />
15 15<br />
15 15<br />
2 12 L=195<br />
2 12 L=195<br />
15 15<br />
30X<strong>50</strong><br />
100<br />
30<br />
125<br />
15<br />
20<br />
<strong>50</strong><br />
30<br />
125<br />
100<br />
15<br />
14 14<br />
14 14<br />
30<br />
15<br />
125<br />
<strong>50</strong><br />
100<br />
20<br />
30<br />
100<br />
15<br />
125<br />
Armatura sbalzo laterale<br />
2 10<br />
B<br />
B<br />
A<br />
A<br />
Armatura sbalzo laterale<br />
2 10<br />
70X20<br />
TAV. 2<br />
30X<strong>50</strong><br />
30X<strong>50</strong><br />
C C<br />
55<br />
55<br />
55<br />
55<br />
30X<strong>50</strong><br />
30X<strong>50</strong><br />
��16 L=300<br />
180<br />
��16 L=300<br />
180<br />
25<br />
25<br />
40<br />
40<br />
2 12 L=145<br />
2 12 L=145<br />
70X20<br />
<strong>Carpenteria</strong> - <strong>S<strong>ca</strong>la</strong> 1:<strong>50</strong><br />
30X<strong>50</strong><br />
30X<strong>50</strong><br />
30X<strong>50</strong><br />
70X20<br />
30X<strong>50</strong><br />
30X<strong>50</strong> 30X<strong>50</strong><br />
<strong>Solaio</strong> <strong>in</strong> <strong>ca</strong> - <strong>S<strong>ca</strong>la</strong> 1:<strong>50</strong><br />
40<br />
��16 L=840<br />
725<br />
40<br />
25<br />
25<br />
Foro<br />
��16 L=360<br />
314<br />
��16 L=1055<br />
1000<br />
44<br />
15<br />
15<br />
��16 L=730<br />
600<br />
65<br />
65<br />
55<br />
55<br />
30X<strong>50</strong><br />
30X<strong>50</strong><br />
30X<strong>50</strong><br />
30X<strong>50</strong><br />
24<br />
24<br />
20<br />
��16 L=300<br />
180<br />
2 16 L=240<br />
1<strong>50</strong><br />
25<br />
25<br />
40<br />
40<br />
100<br />
30<br />
125<br />
15<br />
20<br />
<strong>50</strong><br />
30<br />
125<br />
15<br />
14 14<br />
2 16 L=725<br />
615<br />
30X<strong>50</strong><br />
70X20<br />
30X<strong>50</strong><br />
30X<strong>50</strong><br />
100<br />
��16 L=710<br />
600<br />
100<br />
14 14<br />
30<br />
15<br />
125<br />
<strong>50</strong><br />
20<br />
30<br />
15<br />
125<br />
100<br />
15 x 22<br />
3 10 L=170<br />
15 15<br />
15 3 10 L=1<strong>50</strong> 15<br />
Armatura sbalzo laterale<br />
2 10<br />
40<br />
40<br />
25<br />
25<br />
��16 L=300<br />
180<br />
��16 L=300<br />
180<br />
30X<strong>50</strong><br />
30X<strong>50</strong><br />
30X<strong>50</strong><br />
30X<strong>50</strong><br />
55<br />
55<br />
55<br />
55<br />
D<br />
7 12<br />
Sbalzo d'angolo<br />
TAV. 2
55<br />
55<br />
��16 L=300<br />
180<br />
Armatura longitud<strong>in</strong>ale<br />
a flessione e torsione<br />
8/15<br />
UNIVERSITA' DEGLI STUDI DI CASSINO<br />
FACOLTA' DI INGEGNERIA<br />
CORSO DI LAUREA SPECIALISTICA IN INGEGNERIA CIVILE<br />
PROGETTO DI UN EDIFICIO<br />
IN CALCESTRUZZO ARMATO IN ZONA SISMICA<br />
� Foro<br />
� Sbalzo d'angolo<br />
� Sbalzo d'angolo<br />
� Sezioni varie<br />
Docente:<br />
Ing. Ernesto Grande<br />
Corso di Progetto di Strutture:<br />
Anno Ac<strong>ca</strong>demico 2007/2008<br />
8<br />
25<br />
Studenti:<br />
40<br />
2<br />
Stefania Del Signore<br />
Mauro Vallerotonda<br />
Staffe a Torsione<br />
8/15<br />
40<br />
��16 L=840<br />
725<br />
25<br />
��16 L=360<br />
314<br />
FORO - <strong>S<strong>ca</strong>la</strong> 1:25<br />
��18 L=460<br />
310 sup<br />
75 sup 75 sup<br />
��18 L=460<br />
310 sup<br />
75 sup 75 sup<br />
20<br />
20<br />
63 <strong>in</strong>f<br />
12 <strong>in</strong>f<br />
5 8 L=280<br />
200<br />
15 15<br />
25 25<br />
5 8 L=280<br />
200<br />
25 25<br />
15 15<br />
Sezione A-A - <strong>S<strong>ca</strong>la</strong> 1:25<br />
15<br />
15<br />
44<br />
��12 L=390<br />
3<strong>50</strong><br />
��12 L=390<br />
3<strong>50</strong><br />
��18 L=440<br />
290 <strong>in</strong>f<br />
15<br />
15<br />
25 25<br />
25 25<br />
3 10 L=280<br />
200<br />
8/10 8/15 2 12 5 18 2 12<br />
15<br />
75<br />
20<br />
30<br />
14<br />
8/15<br />
8/15<br />
<strong>50</strong><br />
30<br />
30<br />
35<br />
35<br />
<strong>50</strong><br />
<strong>50</strong><br />
Sezione B-B - <strong>S<strong>ca</strong>la</strong> 1:25<br />
Sezione C-C - <strong>S<strong>ca</strong>la</strong> 1:25<br />
Sezione D-D - <strong>S<strong>ca</strong>la</strong> 1:25<br />
2<strong>50</strong><br />
<strong>50</strong><br />
2<strong>50</strong><br />
<strong>50</strong><br />
8<br />
<strong>50</strong><br />
8<br />
<strong>50</strong><br />
15<br />
15<br />
65<br />
65<br />
55<br />
12 <strong>in</strong>f<br />
15<br />
15<br />
24<br />
24<br />
20<br />
20<br />
63 <strong>in</strong>f<br />
2 14 2 14 2 10<br />
140<br />
<strong>50</strong><br />
175<br />
2<strong>50</strong><br />
20<br />
��16 L=300<br />
180<br />
2 16 L=240<br />
1<strong>50</strong><br />
40<br />
60<br />
25<br />
40<br />
2 16 L=725<br />
615<br />
40<br />
25<br />
��16 L=300<br />
180<br />
55<br />
55<br />
12 <strong>in</strong>f<br />
12 <strong>in</strong>f<br />
63 <strong>in</strong>f<br />
��18 L=535<br />
375 sup<br />
63 <strong>in</strong>f<br />
8/15 8/15 8/15 8/10<br />
40<br />
60<br />
8/15 8/15<br />
85<br />
<strong>50</strong><br />
30<br />
30<br />
<strong>50</strong><br />
22<br />
42,5<br />
17<br />
18<br />
<strong>50</strong><br />
<strong>50</strong><br />
<strong>50</strong><br />
225<br />
40<br />
<strong>50</strong><br />
14<br />
30<br />
90<br />
40<br />
10<br />
45<br />
8/15<br />
30<br />
17<br />
30<br />
85<br />
<strong>50</strong><br />
22<br />
<strong>50</strong><br />
<strong>50</strong><br />
2<strong>50</strong><br />
175<br />
<strong>50</strong><br />
10<br />
<strong>50</strong><br />
40<br />
30<br />
8<br />
15<br />
<strong>50</strong><br />
15<br />
8<br />
45<br />
100<br />
20<br />
20<br />
��12 L=415<br />
375<br />
2<strong>50</strong><br />
2<strong>50</strong><br />
20<br />
20<br />
��12 L=415<br />
375<br />
<strong>50</strong><br />
35<br />
<strong>50</strong><br />
30<br />
��20 L=535<br />
80 sup<br />
375 sup<br />
80 sup<br />
30<br />
35<br />
8/15<br />
<strong>50</strong><br />
<strong>50</strong><br />
<strong>50</strong><br />
14<br />
30<br />
15<br />
100<br />
15<br />
10<br />
10<br />
10<br />
SBALZO - <strong>S<strong>ca</strong>la</strong> 1:25<br />
10<br />
3 10 L=170<br />
15 15<br />
15<br />
3 10 L=1<strong>50</strong><br />
15<br />
110<br />
110<br />
120<br />
1 12 L=360<br />
230<br />
1 12 L=375<br />
245<br />
1 12 L=395<br />
265<br />
140<br />
1 12 L=460<br />
300<br />
10<br />
15 x 22<br />
120<br />
10<br />
10<br />
10<br />
1 12 L=395<br />
265<br />
10<br />
10<br />
10<br />
110<br />
10<br />
1 12 L=375<br />
245<br />
10<br />
10<br />
1 12 L=360<br />
230<br />
110<br />
10<br />
1 12 L=360<br />
110<br />
10<br />
230<br />
10<br />
1 12 L=375<br />
245<br />
110<br />
10<br />
10<br />
10<br />
1 12 L=395<br />
265<br />
10<br />
10<br />
10<br />
120<br />
15 x 22<br />
10<br />
1 12 L=360<br />
230<br />
1 12 L=375<br />
245<br />
1 12 L=460<br />
300<br />
1 12 L=395<br />
265<br />
140<br />
110<br />
110<br />
120<br />
3 10 L=170<br />
15<br />
15<br />
15 3 10 L=1<strong>50</strong><br />
15<br />
SBALZO - <strong>S<strong>ca</strong>la</strong> 1:25<br />
10<br />
10<br />
10<br />
10
SCALA A SOLETTA RAMPANTE<br />
Pianta architettonico - <strong>S<strong>ca</strong>la</strong> 1:25<br />
UNIVERSITA' DEGLI STUDI DI CASSINO<br />
FACOLTA' DI INGEGNERIA<br />
CORSO DI LAUREA SPECIALISTICA IN INGEGNERIA CIVILE<br />
Corso di Progetto di Strutture:<br />
PROGETTO DI UN EDIFICIO<br />
IN CALCESTRUZZO ARMATO IN ZONA SISMICA<br />
� <strong>S<strong>ca</strong>la</strong> a soletta Rampante<br />
� Particolari costruttivi<br />
Docente:<br />
Ing. Ernesto Grande<br />
A<br />
A'<br />
30X<strong>50</strong><br />
30X<strong>50</strong><br />
Anno Ac<strong>ca</strong>demico 2007/2008<br />
28°<br />
Studenti:<br />
3<br />
Stefania Del Signore<br />
Mauro Vallerotonda<br />
30X<strong>50</strong><br />
30X<strong>50</strong><br />
Pianta <strong>ca</strong>rpenteria - <strong>S<strong>ca</strong>la</strong> 1:25<br />
B<br />
B'<br />
30X<strong>50</strong><br />
30X<strong>50</strong><br />
Architettonico - <strong>S<strong>ca</strong>la</strong> 1:25<br />
Particolare staffe - <strong>S<strong>ca</strong>la</strong> 1:5<br />
5<br />
Staffa �8<br />
L=84<br />
5<br />
22<br />
22<br />
Staffa �8<br />
L=84<br />
15<br />
Staffa �8<br />
L=100<br />
15<br />
22<br />
5<br />
Staffa �8<br />
L=84<br />
15<br />
30 15<br />
5<br />
28°<br />
D<br />
D<br />
5<br />
5<br />
26<br />
26<br />
Staffa �8<br />
L=92<br />
15<br />
Staffa �8<br />
L=92<br />
15<br />
C<br />
C<br />
30X<strong>50</strong><br />
30X<strong>50</strong><br />
15<br />
15<br />
A<br />
A'<br />
B<br />
B'<br />
Staffa �8<br />
L=70<br />
5<br />
15<br />
Staffa �8<br />
L=70<br />
5<br />
15<br />
45 sup<br />
45 <strong>in</strong>f<br />
45 <strong>in</strong>f<br />
45 sup<br />
15 <strong>in</strong>f<br />
Sezione A-A A'-A' - <strong>S<strong>ca</strong>la</strong> 1:25<br />
12 <strong>in</strong>f<br />
12 <strong>in</strong>f<br />
12 <strong>in</strong>f<br />
12 <strong>in</strong>f<br />
12 <strong>in</strong>f<br />
12 <strong>in</strong>f<br />
40 sup<br />
<strong>50</strong> <strong>in</strong>f<br />
72 <strong>in</strong>f<br />
��14 L=210<br />
100<strong>in</strong>f<br />
��12 L=210<br />
100<br />
80 <strong>in</strong>f<br />
55 sup<br />
Sezione B-B B'-B' - <strong>S<strong>ca</strong>la</strong> 1:<strong>50</strong><br />
8/15<br />
<strong>50</strong> <strong>in</strong>f<br />
8/15<br />
��12 L=640<br />
375 sup<br />
��14 L=615<br />
375 <strong>in</strong>f<br />
�8/15<br />
��12 L=594<br />
375 sup<br />
Sezione D-D - <strong>S<strong>ca</strong>la</strong> 1:10<br />
8 8 8<br />
15<br />
40<br />
Sezione C-C - <strong>S<strong>ca</strong>la</strong> 1:10<br />
��14 L=564<br />
375 <strong>in</strong>f<br />
<strong>50</strong> <strong>in</strong>f<br />
8 8 8 8 8<br />
8<br />
8<br />
15<br />
40<br />
12<br />
40<br />
48<br />
12<br />
40<br />
40<br />
22<br />
15<br />
12<br />
40<br />
55 sup<br />
22<br />
15<br />
��12 L=235<br />
140<br />
��14 L=215<br />
145 <strong>in</strong>f<br />
78 sup<br />
110 <strong>in</strong>f<br />
100 sup<br />
70 sup<br />
12 sup<br />
12 sup<br />
12 <strong>in</strong>f<br />
12 <strong>in</strong>f<br />
12 sup<br />
12 sup<br />
45 sup<br />
45 sup<br />
30 <strong>in</strong>f<br />
45 sup<br />
15 <strong>in</strong>f
SCALA CON TRAVE A GINOCCHIO<br />
Pianta architettonico - <strong>S<strong>ca</strong>la</strong> 1:20<br />
UNIVERSITA' DEGLI STUDI DI CASSINO<br />
FACOLTA' DI INGEGNERIA<br />
CORSO DI LAUREA SPECIALISTICA IN INGEGNERIA CIVILE<br />
Corso di Progetto di Strutture:<br />
PROGETTO DI UN EDIFICIO<br />
IN CALCESTRUZZO ARMATO IN ZONA SISMICA<br />
� <strong>S<strong>ca</strong>la</strong> con trave a g<strong>in</strong>occhio<br />
� Particolari costruttivi<br />
Docente:<br />
Ing. Ernesto Grande<br />
30X<strong>50</strong><br />
Anno Ac<strong>ca</strong>demico 2007/2008<br />
Studenti:<br />
4<br />
Stefania Del Signore<br />
Mauro Vallerotonda<br />
28°<br />
30X<strong>50</strong><br />
A A<br />
B<br />
Architettonico - <strong>S<strong>ca</strong>la</strong> 1:20<br />
30X<strong>50</strong><br />
28°<br />
C<br />
C<br />
30X<strong>50</strong><br />
B<br />
Particolare grad<strong>in</strong>o - <strong>S<strong>ca</strong>la</strong> 1:10<br />
16<br />
5<br />
30<br />
34<br />
30 sup<br />
30 <strong>in</strong>f<br />
�8/15<br />
20 <strong>in</strong>f<br />
15<br />
28<br />
30<br />
��18 L=260<br />
185 sup<br />
30 30<br />
��18 L=205<br />
145<br />
100 <strong>in</strong>f<br />
30<br />
15<br />
2,5<br />
Staffa � 8<br />
L=90,5 cm<br />
Sezione A-A - <strong>S<strong>ca</strong>la</strong> 1:20<br />
��18 L=595<br />
400 sup<br />
<strong>50</strong> <strong>in</strong>f<br />
<strong>50</strong><br />
E<br />
45<br />
45<br />
15<br />
15<br />
E<br />
��18 L=595<br />
400 <strong>in</strong>f<br />
��18 L=595<br />
400 <strong>in</strong>f<br />
60 sup<br />
�8 L=220<br />
110<br />
Armatura grad<strong>in</strong>o - <strong>S<strong>ca</strong>la</strong> 1:20<br />
160<br />
�8 L=364<br />
156<br />
135<br />
20<br />
30<br />
��18 L=235<br />
320 <strong>in</strong>f<br />
16<br />
15<br />
��18 L=245<br />
185<br />
1<strong>50</strong> sup<br />
70 sup<br />
60 sup<br />
30 30<br />
30<br />
30 <strong>in</strong>f<br />
Trave di testata - <strong>S<strong>ca</strong>la</strong> 1:20<br />
40<br />
Sezione D-D - <strong>S<strong>ca</strong>la</strong> 1:10<br />
��16<br />
��16<br />
��16<br />
��16<br />
44<br />
24<br />
10<br />
4<br />
Staffe �8/5<br />
1<br />
Staffe �8/10<br />
��16 L=370<br />
314<br />
��16 L=344<br />
314<br />
15 15<br />
3<br />
Staffe �8/15<br />
15 15<br />
��16 L=344<br />
314<br />
��16 L=370<br />
314<br />
1<br />
Staffe �8/10<br />
4<br />
Staffe �8/5<br />
40 40<br />
Pianerottolo di riposo - <strong>S<strong>ca</strong>la</strong> 1:20<br />
��16 L=210<br />
95<br />
Sezione C-C - <strong>S<strong>ca</strong>la</strong> 1:20<br />
45 20<br />
��16 L=210<br />
95<br />
<strong>50</strong> <strong>50</strong><br />
��18 L=424<br />
324<br />
<strong>50</strong> <strong>50</strong><br />
20<br />
45<br />
E<br />
E<br />
40<br />
Sezione E-E - <strong>S<strong>ca</strong>la</strong> 1:10<br />
��20<br />
��12<br />
��12<br />
��20<br />
44<br />
10 Tirant<strong>in</strong>o �8 L=34
Pianta travata - <strong>S<strong>ca</strong>la</strong> 1:<strong>50</strong><br />
Piano II - <strong>S<strong>ca</strong>la</strong> 1:<strong>50</strong><br />
Piano I - <strong>S<strong>ca</strong>la</strong> 1:<strong>50</strong><br />
UNIVERSITA' DEGLI STUDI DI CASSINO<br />
FACOLTA' DI INGEGNERIA<br />
CORSO DI LAUREA SPECIALISTICA IN INGEGNERIA CIVILE<br />
Corso di Progetto di Strutture:<br />
PROGETTO DI UN EDIFICIO<br />
IN CALCESTRUZZO ARMATO IN ZONA SISMICA<br />
� Travata<br />
� Pilastrata<br />
� Sezioni varie<br />
Docente:<br />
Ing. Ernesto Grande<br />
Anno Ac<strong>ca</strong>demico 2007/2008<br />
A A<br />
<strong>50</strong> sup<br />
<strong>50</strong> sup<br />
45 <strong>in</strong>f<br />
��20 L=712<br />
32 sup 5<strong>50</strong> sup<br />
80 sup<br />
32 sup<br />
32 <strong>in</strong>f<br />
Studenti:<br />
5<br />
Stefania Del Signore<br />
Mauro Vallerotonda<br />
��20 L=842<br />
680 sup<br />
��12 L=640<br />
600 sup<br />
20 20<br />
��12 L=640<br />
600 sup<br />
20 20<br />
��20 L=1017<br />
860 <strong>in</strong>f<br />
��20 L=470<br />
80 sup 310 sup<br />
80 sup<br />
20<br />
20<br />
80 sup<br />
��12 L=390<br />
3<strong>50</strong><br />
��12 L=390<br />
3<strong>50</strong><br />
B<br />
B<br />
75 sup<br />
75 sup<br />
16<br />
63 <strong>in</strong>f<br />
63 <strong>in</strong>f<br />
12<br />
30<br />
30<br />
16<br />
12<br />
12 <strong>in</strong>f<br />
12 <strong>in</strong>f<br />
20<br />
20<br />
68 <strong>in</strong>f<br />
12 <strong>in</strong>f<br />
��18 L=740<br />
590 sup<br />
��14 L=810<br />
660 sup<br />
��12 L=706<br />
590<br />
��12 L=706<br />
590<br />
��18 L=740<br />
590 <strong>in</strong>f<br />
��12 L=740<br />
590 <strong>in</strong>f<br />
Sezione B-B - <strong>S<strong>ca</strong>la</strong> 1:10<br />
��12<br />
��20<br />
��12<br />
��20<br />
Sezione C-C - <strong>S<strong>ca</strong>la</strong> 1:10<br />
��18 ��14<br />
��18 ��14<br />
C<br />
C<br />
24<br />
34<br />
10<br />
44<br />
Staffa �8<br />
L=160<br />
12 sup<br />
30<br />
12 sup<br />
12<br />
12 <strong>in</strong>f<br />
63 sup<br />
63 sup<br />
16<br />
30<br />
16<br />
12<br />
12 <strong>in</strong>f<br />
63 <strong>in</strong>f<br />
63 <strong>in</strong>f<br />
Staffa �8<br />
L=160<br />
Staffa �8<br />
L=156<br />
10<br />
44<br />
44<br />
26<br />
10<br />
26<br />
Pianta pilastrata - <strong>S<strong>ca</strong>la</strong> 1:<strong>50</strong><br />
Sezione D-D Sezione E-E<br />
+ 16.00 m<br />
+ 12.80 m<br />
+ 9.60 m<br />
+ 6.40 m<br />
+ 3.20 m<br />
+ 0.00 m<br />
- 2.00 m<br />
+ 16.00 m<br />
+ 12.80 m<br />
+ 9.60 m<br />
+ 6.40 m<br />
+ 3.20 m<br />
+ 0.00 m<br />
- 2.00 m<br />
Sezione F-F - <strong>S<strong>ca</strong>la</strong> 1:10<br />
��24<br />
��24<br />
��24<br />
64<br />
24<br />
H<br />
15<br />
G<br />
F<br />
Tirant<strong>in</strong>o �8 L=34<br />
H<br />
G<br />
F<br />
��22<br />
��22<br />
��22<br />
D<br />
E E<br />
D<br />
80<br />
��20 L=400<br />
320<br />
90<br />
��22 L=410<br />
320<br />
80<br />
��24 L=313<br />
213<br />
20<br />
��20 L=337<br />
80<br />
��20 L=400<br />
320<br />
80<br />
��24 L=420<br />
320<br />
317 20<br />
20<br />
80<br />
��20 L=400<br />
320<br />
90<br />
��22 L=410<br />
320<br />
80<br />
��24 L=305<br />
213<br />
��20 L=322<br />
80<br />
��20 L=400<br />
320<br />
80<br />
��24 L=400<br />
320<br />
310 12<br />
90<br />
��22 L=410<br />
320<br />
80<br />
��24 L=305<br />
213<br />
12 12<br />
Sezione G-G - <strong>S<strong>ca</strong>la</strong> 1:10 Sezione H-H - <strong>S<strong>ca</strong>la</strong> 1:10<br />
Staffa �8<br />
L=206<br />
54<br />
24<br />
15<br />
Tirant<strong>in</strong>o �8 L=34<br />
Staffa �8<br />
L=186<br />
��20<br />
��20 L=322<br />
80<br />
��24 L=400<br />
320<br />
310 12<br />
��20<br />
��20<br />
��22 L=180<br />
��24L=180<br />
34<br />
90<br />
90<br />
90<br />
90<br />
24<br />
15<br />
Tirant<strong>in</strong>o �8 L=34<br />
80<br />
��20 L=400<br />
320<br />
��22 L=340<br />
320<br />
80<br />
20<br />
��24 L=313<br />
213<br />
20<br />
20<br />
��20 L=337<br />
317<br />
80<br />
��20 L=400<br />
320<br />
20<br />
��24 L=340<br />
320<br />
Staffa �8<br />
L=146
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