Transverse Section
1
A B C D GT 2 - 25x45 120 275 345 315 4 x 315 = 1260 315 315 100 2650 395 260 15 331 14 301 14 14 301 14 301 14 100 295 50 265 50 50 265 50 265 50 300 45 270 45 45 270 45 270 45 260 15 331 14 301 14 14 301 14 301 14 100 15 15 GT 2 - 25x45 GT 2 - 25x45 GT 2 - 25x45 GT 2 - 25x45 GT 2 - 25x45 GT 2 - 25x45 GT 2 - 25x45 GT 2 - 25x45 GT 2 - 25x45 GT 2 - 25x45 GT 2 - 25x45 GT 2 - 25x45 GT 2 - 25x45 GT 2 - 25x45 -0.05 -2.80 +3.40 +6.55 +19.15 275 345 315 315 315 +22.30 +25.45 350 50 427,5 25 25 50 427,5 25 25 25 25 25 25 30 457,5 30 370 30 457,5 30 490 400 490 125 125 1630 350 50 427,5 25 25 50 427,5 25 25 25 25 25 25 350 50 427,5 25 25 50 427,5 25 25 25 25 25 25 350 50 427,5 25 25 50 427,5 25 25 25 25 25 25 350 50 427,5 25 25 50 427,5 25 25 25 25 25 25 465 25 25 375 25 465 25 465 25 25 375 25 465 25 465 25 25 375 25 465 25 465 25 25 375 25 465 25 465 25 25 375 25 465 25 S B2 50x50 S C2 50x50 P3 P5 Sectiune A - A (sc. 1:50) 00 SUBSOL PARTER ETAJ 1 ETAJ 2 ETAJ 5 ETAJ 6 ETAJ 7 GL B 25x50 GL B 25x50 GL B 25x50 GL B 25x50 GL B 25x50 GL C 25x50 GL C 25x50 GL C 25x50 GL C 25x50 GL C 25x50 SECTIUNE A - A Scara 1:50 VERIFICAT DOBRIN MIHAIL UNIVERSITATEA TEHNICA DE CONSTRUCTII BUCURESTI F.C.C.I.A. - An IV B - grupa 9 DESENAT PROIECT CONSTRUCTII DIN BETON ARMAT CLADIRE BIROURI P+7E Plansa nr.: 2 DOBRIN MIHAIL PROIECTAT Data 2011 / 2012 Amplasament: Focsani - conform P100/1 - 2006 "Cod de proiectare seismica": ag=0.32g, Tc=1.0s clasa de importanta a constructiei: III, JI = 1,0 q = 6,25 (longitudinal) ; 4,6 (transversal)
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Transverse Section of a reinforced concrete structure with structural walls.
Transcript of Transverse Section
A B C D
GT 2 - 25x45
120
275
345
315
4 x 315 =
1260
315
315
100
2650
395
260
15
331
14
301
14
14
301
14
301
14
100
295
50
265
50
50
265
50
265
50
300
45
270
45
45
270
45
270
45
260
15
331
14
301
14
14
301
14
301
14
100
15
15
GT 2 - 25x45 GT 2 - 25x45
GT 2 - 25x45 GT 2 - 25x45 GT 2 - 25x45
GT 2 - 25x45 GT 2 - 25x45 GT 2 - 25x45
GT 2 - 25x45 GT 2 - 25x45 GT 2 - 25x45
GT 2 - 25x45 GT 2 - 25x45 GT 2 - 25x45
-0.05
-2.80
+3.40
+6.55
+19.15
275
345
315
315
315
+22.30
+25.45
35050
427,5
2525 50
427,5
25 25
25 2525 25
30
457,5
30 370 30
457,5
30
490400
490 125125
1630
35050
427,5
2525 50
427,5
25 25
25 2525 25
35050
427,5
2525 50
427,5
25 25
25 2525 25
35050
427,5
2525 50
427,5
25 25
25 2525 25
35050
427,5
2525 50
427,5
25 25
25 2525 25
46525 25 375 25 465 25
46525 25 375 25 465 25
46525 25 375 25 465 25
46525 25 375 25 465 25
46525 25 375 25 465 25
S B2
50x50
S C2
50x50
P3
P5
Sectiune A - A (sc. 1:50)
-4.00
SUBSOL
PARTER
ETAJ 1
ETAJ 2
ETAJ 5
ETAJ 6
ETAJ 7
GL B
25x50
GL B
25x50
GL B
25x50
GL B
25x50
GL B
25x50
GL C
25x50
GL C
25x50
GL C
25x50
GL C
25x50
GL C
25x50
SECTIUNE A - A
Scara
1:50
VERIFICAT
DOBRIN MIHAIL
UNIVERSITATEA TEHNICA DE
CONSTRUCTII BUCURESTI
F.C.C.I.A. - An IV B - grupa 9
DESENAT
PROIECT CONSTRUCTII DIN BETON
ARMAT
CLADIRE BIROURI P+7E
Plansa nr.:
2
DOBRIN MIHAILPROIECTAT
Data
2011 / 2012
Amplasament: Focsani
- conform P100/1 - 2006 "Cod de proiectare seismica":
ag=0.32g, Tc=1.0s
clasa de importanta a constructiei: III, I =
1,0
q = 6,25 (longitudinal) ; 4,6 (transversal)
![Transverse-Spin and Transverse-Momentum Effects in High ... · arXiv:1011.0909v1 [hep-ph] 3 Nov 2010 Transverse-Spin and Transverse-Momentum Effects in High-Energy Processes Vincenzo](https://static.fdocuments.net/doc/165x107/5fe72148dd320764757b53e4/transverse-spin-and-transverse-momentum-eiects-in-high-arxiv10110909v1-hep-ph.jpg)
