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Nr. proiect : 1/2009 Nr. proiect : 1/2009
Calcul ferma realizat cu programul de calcul TrussC on
Version : 2011 SR2
Program dezvoltat de: Construction Software Center Europe (tel +46 910-87930) Box 709 S-931 27 Skellefteå, SWEDE N
CALCUL REALIZAT DE
MiTek Romania Angel
NUME PROIECT
Cod Proiect : F1 Client :
Truss F1 Nr. proiect : 1/2009 Nr. tip cod : Nr. desen : 1
1
2
3
4
5
6
78910
11
12
13
35°
7876 mm
PARAMETRI GENERALI PROIECT
Cod de calcul lemn : SR EN 1995-1-1:200 4 Cod calcul conectori : SR EN 1995-1-1:200 4 Inc. permanenta si utila : EN 1991-1-1:2002 Inc. din zapada : EN 1991-1-3:2002 Inc. din vant : EN 1991-1-4:2005
Clasa de exploatare : 2 Factor distributie incarcari : 1.1 Interax ferme : 800 mm
Parametrii de deviatie ce se aplica pt. o parte a fermei sunt specificati sub titlul "PARAMETRI LEMN".
Forma fermei este data in desenul insotitor.
Fortele sunt calculate conform teoriei deformatiil or de ordin I. Influenta deformatiei din forta taietoare a fost l uata in considerare. Prezentul proiect este calculat cu placi multicui MiTek conform CE 1020-CPD-070038938 si este valabil numai in con ditiile folosirii placilor multicui specificate.
INC.STANDARD
INC.PERMAN. Talpa sup. Stg = 0.40 kN/m² Talpa sup. Dr = 0.40 kN/m² Talpa inf. 1 = 0.26 kN/m²
Greutatea constructiei Talpa sup. Stg = 0.16 kN Talpa sup. Dr = 0.16 kN Talpa inf. 1 = 0.10 kN Zabrele = 0.04 kN
INC.ZAPADA Val.de baza = 2.00 kN/m²
INC.VANT Val.de baza = 1.00 kN/m² Dimensiuni constructie (mm): L=12000,W=7876,H=7000
Poz.princ. Di str. Poz.alt. Distr. INC.UTILA De la la m m De la la mm LL 1 = 0.25 kN/m² 1 7 19 54
TrussCon de la Construction Software Center Europe - Calc. realizate de: MiTek Romania Angel - Data: 20111116 - Timp: 00.24 - Nr. licenta: 13000 Pag. 1
Nr. proiect : 1/2009
INC. SPECIALE
INC.PUNCTUALA SUPLIM.
POZITII PoZ Nod Dim. Grup Lemn Rotation Nume In ferior Proprietati extra 1 1 -620 Talpa sup. Stg Niciunul NU NU 3 6 550 Talpa sup. Dr Niciunul NU NU 5 11 100 Talpa sup. Stg Niciunul NU NU 6 13 -100 Talpa sup. Dr Niciunul NU NU 7 11 100 Talpa sup. Stg Niciunul NU NU 8 11 100 Talpa sup. Stg Niciunul NU NU 9 13 -100 Talpa sup. Dr Niciunul NU NU 10 13 -100 Talpa sup. Dr Niciunul NU NU
VALORI PENTRU INCARCAREA PUNCTUALA Rot Vert Oriz Mo ment Caz de inc. Pos ° kN kN kNm Tip 1 1.00 0.00 0.00 Om pe t.sup. stanga 3 1.00 0.00 0.00 Om pe t.sup. dreapta 5,6 1.00 0.00 0.00 Om pe streasina 7 1.19 0.00 0.00 Zapada µ1St, 0.5µ1Dr 8 0.30 0.00 0.00 Zapada 0.5µ1St, µ1Dr 9 0.30 0.00 0.00 Zapada µ1St, 0.5µ1Dr 10 1.19 0.00 0.00 Zapada 0.5µ1St, µ1Dr
TrussCon de la Construction Software Center Europe - Calc. realizate de: MiTek Romania Angel - Data: 20111116 - Timp: 00.24 - Nr. licenta: 13000 Pag. 2
Nr. proiect : 1/2009
COMBINATII INCARCARI
Nr LT Factor Titlu 1 Stare limita ultima P 1,35 * Inc .permanenta 2 Stare limita ultima L 1,35 * Inc .permanenta + 1,5*U1 + U3 3 Stare limita ultima L 1,35 * Inc .permanenta + U1 + 1,5*U3 4 Stare limita ultima M 1,35 * Inc .permanenta + 1.5*Zapada + U 5 Stare limita ultima M 1,35 * Inc .permanenta + 1.5*Zapada stanga + U 6 Stare limita ultima M 1,35 * Inc .permanenta + 1.5*Zapada dreapta + U 7 Stare limita ultima I 1,35 * Inc .permanenta + 1.5*Zapada + U + Vant Stanga 8 Stare limita ultima I 1,35 * Inc .permanenta + 1.5*Zapada + U + Vant dreapta 9 Stare limita ultima I 1,35 * Inc .permanenta + 1.5*Zapada stanga + U + Vant Stanga 10 Stare limita ultima I 1,35 * Inc .permanenta + 1.5*Zapada stanga + U + Vant dreapta 11 Stare limita ultima I 1,35 * Inc .permanenta + 1.5*Zapada dreapta + U + Vant Stanga 12 Stare limita ultima I 1,35*Inc.p ermanenta + 1.5*Zapada dreapta + U + Vant dreapta 13 Stare limita ultima I 1,35 * Inc .permanenta + Zapada + U + 1.5*Vant Stanga 14 Stare limita ultima I 1,35 * Inc .permanenta + Zapada + U + 1.5*Vant dreapta 15 Stare limita ultima I 1,35 * Inc .permanenta + Zapada stanga + U + 1.5*Vant Stanga 16 Stare limita ultima I 1,35 * Inc .permanenta + Zapada stanga + U + 1.5*Vant dreapta 17 Stare limita ultima I 1,35 * Inc .permanenta + Zapada dreapta + U + 1.5*Vant Stanga 18 Stare limita ultima I 1,35*Inc.p ermanenta + Zapada dreapta + U + 1.5*Vant dreapta 19 Stare limita ultima I 1,00 * Inc .permanenta + 1.5*Vant pe fronton (ascensiune) 20 Stare limita ultima I Permanenta + Om pe t.sup. stanga 21 Stare limita ultima I Permanenta + Om pe t.sup. dreapta 22 Stare limita ultima I Permanenta + Om pe streasina 23 Stare limita de exploatare Inc.perman enta + Zapada(d) + U 24 Stare limita de exploatare Inc.perman enta + Zapada(d) + U 25 Stare limita de exploatare Inc.perman enta + Zapada stanga(d) + U 26 Stare limita de exploatare Inc.perman enta + Zapada stanga(d) + U 27 Stare limita de exploatare Inc.perman enta + Zapada dreapta(d) + U 28 Stare limita de exploatare Inc.perman enta + Zapada dreapta(d) + U 29 Stare limita de exploatare Inc.perman enta + Zapada(d) + U + Vant Stanga 30 Stare limita de exploatare Inc.perman enta + Zapada(d) + U + Vant Stanga 31 Stare limita de exploatare Inc.perman enta + Zapada(d) + U + Vant dreapta 32 Stare limita de exploatare Inc.perman enta + Zapada(d) + U + Vant dreapta 33 Stare limita de exploatare Inc.perman enta + Zapada stanga(d) + U + Vant Stanga 34 Stare limita de exploatare Inc.perman enta + Zapada stanga(d) + U + Vant Stanga 35 Stare limita de exploatare Inc.perman enta + Zapada stanga(d) + U + Vant dreapta 36 Stare limita de exploatare Inc.perman enta + Zapada stanga(d) + U + Vant dreapta 37 Stare limita de exploatare Inc.perman enta + Zapada dreapta(d) + U + Vant Stanga 38 Stare limita de exploatare Inc.perman enta + Zapada dreapta(d) + U + Vant Stanga 39 Stare limita de exploatare Inc.perman enta + Zapada dreapta(d) + U + Vant dreapta 40 Stare limita de exploatare Inc.perman enta + Zapada dreapta(d) + U + Vant dreapta 41 Stare limita de exploatare Inc.perman enta + Zapada + U + Vant Stanga(d) 42 Stare limita de exploatare Inc.perman enta + Zapada + U + Vant Stanga(d) 43 Stare limita de exploatare Inc.perman enta + Zapada stanga + U + Vant Stanga(d) 44 Stare limita de exploatare Inc.perman enta + Zapada stanga + U + Vant Stanga(d) 45 Stare limita de exploatare Inc.perman enta + Zapada stanga + U + Vant dreapta(d) 46 Stare limita de exploatare Inc.perman enta + Zapada stanga + U + Vant dreapta(d) 47 Stare limita de exploatare Inc.perman enta + Zapada dreapta + U + Vant Stanga(d) 48 Stare limita de exploatare Inc.perman enta + Zapada dreapta + U + Vant Stanga(d) 49 Stare limita de exploatare Inc.perman enta + Zapada dreapta + U + Vant dreapta(d) 50 Stare limita de exploatare Inc.perman enta + Zapada dreapta + U + Vant dreapta(d) 51 Stare limita de exploatare Inc.perman enta + Vant pe fronton (ascensiune)(d) 52 Stare limita de exploatare Inc.perman enta + Vant pe fronton (ascensiune)(d)
PARAMETRI LEMN
Nrc: Numar control (1 = comb. moment si forte axia le, 2 = forta taietoare) CSI: Indice de eforturi combinate, LC: Combinatia de incarcari, SeC : Clasa de exploatare Grup Lemn De la La Dimensiune Clasa CTV CSI mm mm CSI LC CNr Talpa sup. Stg 3- 11 45x 180 C24 400 0.44 5 1 Talpa sup. Stg 3- 4 45x 180 C24 400 0.13 4 1 Talpa sup. Dr 5- 4 45x 180 C24 400 0.10 6 2 Talpa sup. Dr 5- 13 45x 180 C24 400 0.44 6 2 Talpa inf. 1 8- 7 45x 135 C24 Da 0.10 15 2 Talpa inf. 1 8- 1 45x 135 C24 Da 0.22 4 1 Zabrea 1 4- 9 45x 70 C24 Nu 0.49 4 1 Zabrea 2 2- 9 45x 70 C24 Nu 0.11 7 1 Zabrea 3 6- 9 45x 70 C24 Nu 0.37 4 1
TrussCon de la Construction Software Center Europe - Calc. realizate de: MiTek Romania Angel - Data: 20111116 - Timp: 00.24 - Nr. licenta: 13000 Pag. 3
Nr. proiect : 1/2009
CONECTOR
Tip conector Fabricant Certificat d e aprobare standard T150 MiTek Industries Cz 1020-CPD-070 038938,IF-55-02.01
Nr. Tip Marime Efort Cant. Nod Conector Latime Lung. Max Cuie Ti p 1 T150 88 205 0.31 2 T150 73 146 0.33 3 T150 124 146 0.20 4 T150 88 205 0.52 5 T150 124 146 0.14 6 T150 73 146 0.36 7 T150 88 205 0.32 8 T150 102 102 0.25 9 T150 88 205 0.80
Toleranta max pentru pozitionare conectori: 5 mm
INC.PUNCTUALA SUPLIM.IN FIECARE COMB.DE INCARCARI.
LC Vert Oriz Mom ent Nod Dim. Grup Lemn Nr kN kN kN m 1 -620 Talpa sup. Stg 20 1.05 0.00 0.0 0 6 550 Talpa sup. Dr 21 1.05 0.00 0.0 0 11 100 Talpa sup. Stg 5 1.78 0.00 0.0 0 6 0.44 0.00 0.0 0 9 1.78 0.00 0.0 0 10 1.78 0.00 0.0 0 11 0.44 0.00 0.0 0 12 0.44 0.00 0.0 0 15 1.24 0.00 0.0 0 16 1.24 0.00 0.0 0 17 0.31 0.00 0.0 0 18 0.31 0.00 0.0 0 22 1.05 0.00 0.0 0 13 -100 Talpa sup. Dr 5 0.44 0.00 0.0 0 6 1.78 0.00 0.0 0 9 0.44 0.00 0.0 0 10 0.44 0.00 0.0 0 11 1.78 0.00 0.0 0 12 1.78 0.00 0.0 0 15 0.31 0.00 0.0 0 16 0.31 0.00 0.0 0 17 1.24 0.00 0.0 0 18 1.24 0.00 0.0 0 22 1.05 0.00 0.0 0
REACTIUNI REAZEM MAX/MIN (kN)
Nod Nr Dir. LC P (Nr) LC L (Nr) LC M (Nr) LC S (Nr) LC I (Nr) 9 Vert Max: 3.78 ( 1) 4.36 ( 2) 11.10 ( 4) 0.00 ( 0) 13.24 ( 7) Min: 3.78 ( 1) 4.19 ( 3) 8.07 ( 6) 0.00 ( 0) -2.50 (19) 10 Oriz Max: 0.00 ( 1) 0.00 ( 2) 0.00 ( 4) 0.00 ( 0) 2.24 (13) Min: 0.00 ( 1) 0.00 ( 2) 0.00 ( 4) 0.00 ( 0) 0.00 (19) 10 Vert Max: 0.86 ( 1) 0.84 ( 3) 6.30 ( 5) 0.00 ( 0) 6.73 (10) Min: 0.86 ( 1) 0.83 ( 2) 2.73 ( 6) 0.00 ( 0) -0.17 (19) 12 Vert Max: 1.28 ( 1) 1.31 ( 2) 7.19 ( 6) 0.00 ( 0) 8.13 (12) Min: 1.28 ( 1) 1.30 ( 3) 3.62 ( 5) 0.00 ( 0) -0.45 (19)
Nod Actual CSI cu placa Nec. fer ma Nec. reazem No mm mm A ria kc90 mm 9 135 - 38 4 410 1.50 0 10 135 - 41 1 845 1.50 0 12 135 - 46 2 070 1.50 0
TrussCon de la Construction Software Center Europe - Calc. realizate de: MiTek Romania Angel - Data: 20111116 - Timp: 00.24 - Nr. licenta: 13000 Pag. 4
Nr. proiect : 1/2009
DEFORMATIE MAX (mm)
Ferma/ Total (LC) Perm. Lunga M edie Scurta Instant. Membru Vert Oriz Vert Oriz Vert Oriz V ert Oriz Vert Oriz Vert Oriz 11 5.5 3.9 (35) 0.7 0.5 0.1 0.0 3 .6 2.5 0.0 0.0 1.2 0.8 8 6.1 -1.3 (31) 2.3 -0.2 0.2 0.0 1 .9 -0.2 0.0 0.0 1.7 -0.8 13 -3.6 5.0 (31) -1.1 1.7 -0.1 0.1 -1 .1 2.0 0.0 0.0 -1.4 1.2 7 5.5 -1.4 (31) 1.8 -0.3 0.1 0.0 2 .1 -0.2 0.0 0.0 1.5 -0.8 6 3.9 -0.2 (31) 1.2 0.1 0.1 0.0 1 .6 0.2 0.0 0.0 1.0 -0.5 5 3.1 0.4 (31) 1.0 0.3 0.0 0.0 1 .3 0.4 0.0 0.0 0.7 -0.3 12 -0.3 2.7 (31) -0.1 1.0 0.0 0.0 -0 .1 1.4 0.0 0.0 -0.1 0.3 1 -2.2 -1.6 (49) -0.3 -0.2 -0.1 0.0 -0 .2 -0.2 0.0 0.0 -1.7 -1.2 4 1.5 1.3 (31) 0.5 0.5 0.0 0.0 0 .7 0.7 0.0 0.0 0.2 0.1
REACTIUNI REAZEM MAX/MIN (kN)
Nod Nr Dir (LC) 9 Vert Max: 13.16 (29) Min: -0.75 (52) 10 Oriz Max: 1.50 (41) Min: 0.00 (23) 10 Vert Max: 6.16 (35) Min: 0.11 (52) 12 Vert Max: 7.48 (39) Min: 0.02 (52)
TrussCon de la Construction Software Center Europe - Calc. realizate de: MiTek Romania Angel - Data: 20111116 - Timp: 00.24 - Nr. licenta: 13000 Pag. 5
F1
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1Pagina 1(13)T
IMP
: 0
0.2
4
1 P 1,35 * Inc.permanenta
0.31 kN/m0.48 0.48
2 L 1,35 * Inc.permanenta + 1,5*U1 + U3
0.31 kN/m
0.300.48 0.48
3 L 1,35 * Inc.permanenta + U1 + 1,5*U3
0.31 kN/m
0.210.48 0.48
4 M 1,35 * Inc.permanenta + 1.5*Zapada + U
0.31 kN/m
0.210.48
1.60
0.48
1.60
F1
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1Pagina 2(13)T
IMP
: 0
0.2
4
5 M 1,35 * Inc.permanenta + 1.5*Zapada stanga + U
0.31 kN/m
0.210.48
1.60
0.48
0.80
1.78 kN 0.44
6 M 1,35 * Inc.permanenta + 1.5*Zapada dreapta + U
0.31 kN/m
0.210.48
0.80
0.48
1.60
0.44 kN 1.78
7 I 1,35 * Inc.permanenta + 1.5*Zapada + U + Vant Stanga
0.31 kN/m
0.210.25
0.48
0.07
0.59
0.39
1.60
0.48
0.36
0.28
0.12
1.60
8 I 1,35 * Inc.permanenta + 1.5*Zapada + U + Vant dreapta
0.31 kN/m
0.210.25
0.48
0.12
0.28
0.36
1.60
0.48
0.39
0.59
0.07
1.60
F1
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1Pagina 3(13)T
IMP
: 0
0.2
4
9 I 1,35 * Inc.permanenta + 1.5*Zapada stanga + U + Vant Stanga
0.31 kN/m
0.210.25
0.48
0.07
0.59
0.39
1.60
0.48
0.36
0.28
0.12
0.80
1.78 kN 0.44
10 I 1,35 * Inc.permanenta + 1.5*Zapada stanga + U + Vant dreapta
0.31 kN/m
0.210.25
0.48
0.12
0.28
0.36
1.60
0.48
0.39
0.59
0.07
0.80
1.78 kN 0.44
11 I 1,35 * Inc.permanenta + 1.5*Zapada dreapta + U + Vant Stanga
0.31 kN/m
0.210.25
0.48
0.07
0.59
0.39
0.80
0.48
0.36
0.28
0.12
1.60
0.44 kN 1.78
12 I 1,35*Inc.permanenta + 1.5*Zapada dreapta + U + Vant dreapta
0.31 kN/m
0.210.25
0.48
0.12
0.28
0.36
0.80
0.48
0.39
0.59
0.07
1.60
0.44 kN 1.78
F1
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1Pagina 4(13)T
IMP
: 0
0.2
4
13 I 1,35 * Inc.permanenta + Zapada + U + 1.5*Vant Stanga
0.31 kN/m
0.210.36
0.48
0.10
0.84
0.56
1.12
0.48
0.52
0.40
0.16
1.12
14 I 1,35 * Inc.permanenta + Zapada + U + 1.5*Vant dreapta
0.31 kN/m
0.210.36
0.48
0.16
0.40
0.52
1.12
0.48
0.56
0.84
0.10
1.12
15 I 1,35 * Inc.permanenta + Zapada stanga + U + 1.5*Vant Stanga
0.31 kN/m
0.210.36
0.48
0.10
0.84
0.56
1.12
0.48
0.52
0.40
0.16
0.56
1.24 kN 0.31
16 I 1,35 * Inc.permanenta + Zapada stanga + U + 1.5*Vant dreapta
0.31 kN/m
0.210.36
0.48
0.16
0.40
0.52
1.12
0.48
0.56
0.84
0.10
0.56
1.24 kN 0.31
F1
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1Pagina 5(13)T
IMP
: 0
0.2
4
17 I 1,35 * Inc.permanenta + Zapada dreapta + U + 1.5*Vant Stanga
0.31 kN/m
0.210.36
0.48
0.10
0.84
0.56
0.56
0.48
0.52
0.40
0.16
1.12
0.31 kN 1.24
18 I 1,35*Inc.permanenta + Zapada dreapta + U + 1.5*Vant dreapta
0.31 kN/m
0.210.36
0.48
0.16
0.40
0.52
0.56
0.48
0.56
0.84
0.10
1.12
0.31 kN 1.24
19 I 1,00 * Inc.permanenta + 1.5*Vant pe fronton (ascensiune)
0.23 kN/m
0.240.36
0.04
1.00
0.36
1.00
0.04
20 I Permanenta + Om pe t.sup. stanga
0.31 kN/m0.48 0.48
1.05 kN
F1
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1Pagina 6(13)T
IMP
: 0
0.2
4
21 I Permanenta + Om pe t.sup. dreapta
0.31 kN/m0.48 0.48
1.05 kN
22 I Permanenta + Om pe streasina
0.31 kN/m0.48 0.48
1.05 kN 1.05
23 M Inc.permanenta + Zapada(d) + U
0.42 kN/m
0.190.64
1.41
0.64
1.41
24 M Inc.permanenta + Zapada(d) + U
0.23 kN/m
0.140.36
1.07
0.36
1.07
F1
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1Pagina 7(13)T
IMP
: 0
0.2
4
25 M Inc.permanenta + Zapada stanga(d) + U
0.42 kN/m
0.190.64
1.41
0.64
0.70
1.56 kN 0.39
26 M Inc.permanenta + Zapada stanga(d) + U
0.23 kN/m
0.140.36
1.07
0.36
0.53
1.19 kN 0.30
27 M Inc.permanenta + Zapada dreapta(d) + U
0.42 kN/m
0.190.64
0.70
0.64
1.41
0.39 kN 1.56
28 M Inc.permanenta + Zapada dreapta(d) + U
0.23 kN/m
0.140.36
0.53
0.36
1.07
0.30 kN 1.19
F1
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1Pagina 8(13)T
IMP
: 0
0.2
4
29 I Inc.permanenta + Zapada(d) + U + Vant Stanga
0.42 kN/m
0.190.17
0.64
0.05
0.39
0.26
1.41
0.64
0.24
0.19
0.08
1.41
30 I Inc.permanenta + Zapada(d) + U + Vant Stanga
0.23 kN/m
0.140.17
0.36
0.05
0.39
0.26
1.07
0.36
0.24
0.19
0.08
1.07
31 I Inc.permanenta + Zapada(d) + U + Vant dreapta
0.42 kN/m
0.190.17
0.64
0.08
0.19
0.24
1.41
0.64
0.26
0.39
0.05
1.41
32 I Inc.permanenta + Zapada(d) + U + Vant dreapta
0.23 kN/m
0.140.17
0.36
0.08
0.19
0.24
1.07
0.36
0.26
0.39
0.05
1.07
F1
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1Pagina 9(13)T
IMP
: 0
0.2
4
33 I Inc.permanenta + Zapada stanga(d) + U + Vant Stanga
0.42 kN/m
0.190.17
0.64
0.05
0.39
0.26
1.41
0.64
0.24
0.19
0.08
0.70
1.56 kN 0.39
34 I Inc.permanenta + Zapada stanga(d) + U + Vant Stanga
0.23 kN/m
0.140.17
0.36
0.05
0.39
0.26
1.07
0.36
0.24
0.19
0.08
0.53
1.19 kN 0.30
35 I Inc.permanenta + Zapada stanga(d) + U + Vant dreapta
0.42 kN/m
0.190.17
0.64
0.08
0.19
0.24
1.41
0.64
0.26
0.39
0.05
0.70
1.56 kN 0.39
36 I Inc.permanenta + Zapada stanga(d) + U + Vant dreapta
0.23 kN/m
0.140.17
0.36
0.08
0.19
0.24
1.07
0.36
0.26
0.39
0.05
0.53
1.19 kN 0.30
F1
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1Pagina 10(13)T
IMP
: 0
0.2
4
37 I Inc.permanenta + Zapada dreapta(d) + U + Vant Stanga
0.42 kN/m
0.190.17
0.64
0.05
0.39
0.26
0.70
0.64
0.24
0.19
0.08
1.41
0.39 kN 1.56
38 I Inc.permanenta + Zapada dreapta(d) + U + Vant Stanga
0.23 kN/m
0.140.17
0.36
0.05
0.39
0.26
0.53
0.36
0.24
0.19
0.08
1.07
0.30 kN 1.19
39 I Inc.permanenta + Zapada dreapta(d) + U + Vant dreapta
0.42 kN/m
0.190.17
0.64
0.08
0.19
0.24
0.70
0.64
0.26
0.39
0.05
1.41
0.39 kN 1.56
40 I Inc.permanenta + Zapada dreapta(d) + U + Vant dreapta
0.23 kN/m
0.140.17
0.36
0.08
0.19
0.24
0.53
0.36
0.26
0.39
0.05
1.07
0.30 kN 1.19
F1
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1Pagina 11(13)T
IMP
: 0
0.2
4
41 I Inc.permanenta + Zapada + U + Vant Stanga(d)
0.42 kN/m
0.190.24
0.64
0.07
0.56
0.37
1.09
0.64
0.35
0.27
0.11
1.09
42 I Inc.permanenta + Zapada + U + Vant Stanga(d)
0.23 kN/m
0.140.24
0.36
0.07
0.56
0.37
0.75
0.36
0.35
0.27
0.11
0.75
43 I Inc.permanenta + Zapada stanga + U + Vant Stanga(d)
0.42 kN/m
0.190.24
0.64
0.07
0.56
0.37
1.09
0.64
0.35
0.27
0.11
0.54
1.21 kN 0.30
44 I Inc.permanenta + Zapada stanga + U + Vant Stanga(d)
0.23 kN/m
0.140.24
0.36
0.07
0.56
0.37
0.75
0.36
0.35
0.27
0.11
0.37
0.83 kN 0.21
F1
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1Pagina 12(13)T
IMP
: 0
0.2
4
45 I Inc.permanenta + Zapada stanga + U + Vant dreapta(d)
0.42 kN/m
0.190.24
0.64
0.11
0.27
0.35
1.09
0.64
0.37
0.56
0.07
0.54
1.21 kN 0.30
46 I Inc.permanenta + Zapada stanga + U + Vant dreapta(d)
0.23 kN/m
0.140.24
0.36
0.11
0.27
0.35
0.75
0.36
0.37
0.56
0.07
0.37
0.83 kN 0.21
47 I Inc.permanenta + Zapada dreapta + U + Vant Stanga(d)
0.42 kN/m
0.190.24
0.64
0.07
0.56
0.37
0.54
0.64
0.35
0.27
0.11
1.09
0.30 kN 1.21
48 I Inc.permanenta + Zapada dreapta + U + Vant Stanga(d)
0.23 kN/m
0.140.24
0.36
0.07
0.56
0.37
0.37
0.36
0.35
0.27
0.11
0.75
0.21 kN 0.83
F1
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1Pagina 13(13)T
IMP
: 0
0.2
4
49 I Inc.permanenta + Zapada dreapta + U + Vant dreapta(d)
0.42 kN/m
0.190.24
0.64
0.11
0.27
0.35
0.54
0.64
0.37
0.56
0.07
1.09
0.30 kN 1.21
50 I Inc.permanenta + Zapada dreapta + U + Vant dreapta(d)
0.23 kN/m
0.140.24
0.36
0.11
0.27
0.35
0.37
0.36
0.37
0.56
0.07
0.75
0.21 kN 0.83
51 I Inc.permanenta + Vant pe fronton (ascensiune)(d)
0.42 kN/m
0.160.64
0.03
0.67
0.64
0.67
0.03
52 I Inc.permanenta + Vant pe fronton (ascensiune)(d)
Linie de dimensionare
0.160.36
0.03
0.67
0.36
0.67
0.03
F1 1 P 1,35 * Inc.permanentaMOMENT
FORTA AXIALA
FORTA TAIETOARE
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1
Pagina 1(22)
TIM
P: 00.2
4
-0.010.00
-0.04-0.01
-0.15-0.15-0.01
0.01
0.070.070.02
0.040.01
0.00-0.12-0.15
0.45
0.04
-0.04-0.04-0.06
0.250.130.18
-0.03-0.01
0.10
0.03
0.170.39
-0.17
0.00
0.00
0.00
0.00
0.00
0.010.00
0.000.00
0.00
-0.86 -0.860.97
1.30
1.411.53
1.551.74 1.180.98
0.960.84
0.22-0.11
0.250.250.250.25
-0.87-0.870.16-0.23
0.26
-0.08
-0.47
0.26
-1.94
-0.76 -1.26
0.00
-0.02-0.02
0.00
0.130.13
0.000.000.070.070.09
-0.32
0.000.000.410.260.23 -0.03
0.000.00
-0.05-0.05
0.120.120.000.000.11
-0.15-0.19-0.33
0.000.000.73
0.320.000.00-0.25-0.12-0.10
0.41
0.000.00-0.34
0.11
0.00
-0.21
0.33
-0.37
0.00
-0.13
-0.68
0.37
-0.010.00
0.02
-0.02
0.00
0.01
0.00
F1 2 L 1,35 * Inc.permanenta + 1,5*U1 + U3MOMENT
FORTA AXIALA
FORTA TAIETOARE
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1
Pagina 2(22)
TIM
P: 00.2
4
-0.010.00
-0.07-0.04
-0.15-0.15-0.01
0.01
0.080.070.020.04
0.01
-0.01-0.12-0.16
0.53
0.07
-0.04-0.06-0.11
0.340.210.27
-0.02-0.01
0.13
0.05
0.170.43
-0.17
0.00
0.00
-0.01
0.00
0.000.00
0.000.00
0.00
-0.92 -0.921.03
1.37
1.471.58
1.611.80 1.211.02
1.000.88
0.21-0.12
0.300.300.300.30
-0.95-0.950.18-0.22
0.26
-0.10
-0.49
0.26
-1.99
-0.74 -1.35
0.00
-0.02-0.02
0.00
0.130.13
0.000.000.080.080.12
-0.29
0.000.000.410.260.23 -0.02
0.000.00
-0.05-0.05
0.120.120.000.000.10
-0.16-0.19-0.34
0.000.000.81
0.390.000.00-0.34-0.21-0.19
0.68
0.000.00-0.52
0.09
0.00
-0.24
0.31
-0.37
0.00
-0.16
-0.70
0.37
-0.01
-0.010.00-0.010.00
0.02
-0.02
0.01
0.00
F1 3 L 1,35 * Inc.permanenta + U1 + 1,5*U3MOMENT
FORTA AXIALA
FORTA TAIETOARE
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1
Pagina 3(22)
TIM
P: 00.2
4
-0.010.00
-0.06-0.03
-0.15-0.15-0.01
0.01
0.080.070.020.04
0.01
0.00-0.12-0.16
0.51
0.06
-0.04-0.05-0.09
0.310.180.24
-0.02-0.01
0.12
0.05
0.170.41
-0.17
0.00
0.00
0.00
-0.01
0.00
0.000.00
0.000.00
0.00
-0.90 -0.901.01
1.35
1.451.57
1.591.78 1.201.01
0.990.87
0.21-0.12
0.280.280.280.28
-0.92-0.920.17-0.22
0.26
-0.09
-0.49
0.26
-1.98
-0.74 -1.32
0.00
-0.02-0.02
0.00
0.130.13
0.000.000.080.070.11
-0.30
0.000.000.410.260.23 -0.03
0.000.00
-0.05-0.05
0.120.120.000.000.10
-0.16-0.19-0.33
0.000.000.78
0.370.000.00-0.31-0.18-0.16
0.60
0.000.00-0.46
0.10
0.00
-0.23
0.32
-0.37
0.00
-0.15
-0.69
0.37
-0.01
-0.01-0.010.00
0.02
-0.02
0.00
0.01
0.00
F1 4 M 1,35 * Inc.permanenta + 1.5*Zapada + UMOMENT
FORTA AXIALA
FORTA TAIETOARE
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1
Pagina 4(22)
TIM
P: 00.2
4
-0.04-0.03
-0.10-0.04
-0.53-0.51 -0.03
0.040.24
0.210.060.15
0.070.01
-0.38-0.49
1.15
-0.01-0.07-0.07-0.07
0.510.140.32
-0.05-0.05
0.24
0.040.64
1.18
-0.64
-0.01
0.01
0.01
-0.01
-0.01
0.020.00
0.000.00
0.00
-2.21 -2.212.55
3.78
4.194.61
4.705.42 3.612.89
2.802.37
0.38-0.84
0.980.980.980.98
-2.41-2.410.53-0.93
0.96
-0.17
-1.63
0.96
-6.26
-2.71 -4.03
0.00
-0.06-0.06
0.00
0.310.32
0.000.000.040.020.38 -1.15
0.000.001.43
0.890.75-0.19
0.000.00
-0.26-0.27
0.520.510.000.000.46
-0.50-0.64
-1.17
0.000.002.22
0.670.000.00-0.19-0.06-0.04
0.73
0.000.00-0.54
0.02
0.00
-0.691.33
-1.38
0.00
-0.31
-2.33
1.38
0.02
0.02
-0.02
-0.02
0.02
0.020.00-0.010.00
0.09
-0.09
0.00
0.01
0.00
F1 5 M 1,35 * Inc.permanenta + 1.5*Zapada stanga + UMOMENT
FORTA AXIALA
FORTA TAIETOARE
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1
Pagina 5(22)
TIM
P: 00.2
4
-0.05-0.040.020.07
-0.43-0.42
0.000.060.18
0.120.02
0.080.040.01
-0.23-0.31
0.82
0.03
-0.05-0.06-0.08
0.400.160.29
-0.06-0.06
0.011.83
0.81
-0.71
-0.01
0.01
0.01
-0.01
-0.01
0.010.00
0.000.00
0.00
-0.46 -0.460.41
1.64
2.032.45
2.553.26 1.961.51
1.451.18
-0.11
-0.890.960.960.960.96
-0.65-0.65
-0.17
-1.63
1.981.15
0.13
-0.28
-1.21
0.870.33
0.08
-3.95
-2.58 -2.61
0.00
-0.06-0.04
0.00
0.300.30
0.000.000.060.030.35 -1.17
0.000.001.27
0.730.60-0.34
0.000.00
-0.42-0.43
0.350.350.000.000.32
-0.30-0.38
-0.72
0.000.001.48
0.500.000.00-0.26-0.13-0.11
0.66
0.000.00-0.53
0.03
0.000.30
2.33
-2.83
-1.64-0.18
0.00
-0.44
-1.73
1.24
0.480.11
0.01
0.01
-0.02
-0.02
0.01
0.01-0.010.00
0.09
-0.06
0.01
0.00
F1 6 M 1,35 * Inc.permanenta + 1.5*Zapada dreapta + UMOMENT
FORTA AXIALA
FORTA TAIETOARE
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1
Pagina 6(22)
TIM
P: 00.2
4
-0.01-0.01
-0.13-0.06
-0.33-0.32-0.02
0.03
0.140.120.03
0.150.080.04
-0.32-0.43
0.97
0.01
-0.06-0.07-0.08
0.440.130.26
-0.03-0.02
0.220.17
0.71
1.03
-1.83
0.00
0.01
0.01
0.00
-0.01
0.020.00
0.000.00
0.00
-1.39 -1.391.50
2.29
2.542.80
2.863.32 2.271.55
1.461.03
-0.81
-2.031.841.841.841.84
-1.47-1.470.23-0.70
0.870.33
0.08
-0.68
-2.14
1.981.15
0.13
-4.16
-1.65 -3.72
0.00
-0.04-0.06
0.00
0.200.20
0.000.000.160.150.29 -0.68
0.000.000.89
0.550.46-0.14
0.000.00
-0.19-0.19
0.590.590.000.000.53
-0.43-0.56
-1.09
0.000.002.02
0.470.000.00-0.23-0.10-0.08
0.68
0.000.00-0.48
0.08
0.00
-0.281.00
-1.24
-0.48-0.11
0.00
-1.04
-3.06
2.83
1.640.18
-0.01
-0.01
0.02
0.020.00-0.010.00
0.06
-0.09
0.01
0.00
F1 7 I 1,35 * Inc.permanenta + 1.5*Zapada + U + Vant StangaMOMENT
FORTA AXIALA
FORTA TAIETOARE
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1
Pagina 7(22)
TIM
P: 00.2
4
-0.11-0.090.38
-0.67-0.65 -0.04
0.060.30
0.270.080.13
0.03
-0.01 -0.34-0.43
0.85
0.07
-0.07-0.08-0.11
0.650.290.49
-0.13-0.12-0.31-0.43
0.620.73
-0.69
-0.02
0.01
0.01
-0.01
-0.01
0.02-0.01
0.000.00
0.01
-1.58 -1.583.61
4.84
5.435.84
5.946.65 4.303.58
3.493.06
1.48
0.260.180.180.180.18
-1.93-1.931.95
0.49
0.96
0.11 -1.35
0.96
-7.28
-3.86 -3.20
0.00
-0.06-0.06
0.00
0.540.55
0.000.00
-0.51-0.54
0.06 -1.87
0.000.001.81
1.130.96-0.23
0.000.00
-0.33-0.34
0.320.310.000.000.27
-0.45-0.55
-0.95
0.000.001.74
0.510.000.00-0.44-0.21-0.17
1.00
0.000.00-0.88
0.04
0.00
-0.612.06
-1.36
0.00
-0.21
-1.85
1.45
0.03
0.03
-0.03
-0.03
0.02
0.020.00-0.020.00
0.11
-0.07
0.00
0.02
0.00
F1 8 I 1,35 * Inc.permanenta + 1.5*Zapada + U + Vant dreaptaMOMENT
FORTA AXIALA
FORTA TAIETOARE
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1
Pagina 8(22)
TIM
P: 00.2
4
0.04
-0.62
-0.29
-0.42-0.41 -0.03
0.030.20
0.190.06
0.180.090.02
-0.46-0.62
1.80
0.02
-0.10-0.12-0.13
0.670.220.39
-0.01
0.89
0.490.69
1.81
-0.62
0.00
0.01
0.01
-0.01
-0.01
0.02-0.01
0.000.00
0.01
-3.69
2.20
3.43
3.684.10
4.194.91 3.432.71
2.622.19
-0.48
-1.701.561.561.561.56
-3.69
-1.00
-2.46
0.96
-0.71
-2.17
0.96
-5.90
-1.71-5.40
0.00
-0.06-0.06
0.00
0.22
0.000.000.75 -0.49
0.000.001.12
0.710.61-0.09
0.000.00
-0.15-0.16
0.690.690.000.000.62
-0.60-0.77
-1.45
0.000.00
3.10
1.140.000.00-0.40-0.17-0.14
1.04
0.000.00-0.700.00
-0.930.70
-1.45
0.00
-0.44
-3.11
1.36
-0.02
-0.02
0.02
0.020.00-0.020.00
0.07
-0.11
0.02
0.00
F1 9 I 1,35 * Inc.permanenta + 1.5*Zapada stanga + U + Vant StangaMOMENT
FORTA AXIALA
FORTA TAIETOARE
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1
Pagina 9(22)
TIM
P: 00.2
4
-0.12-0.110.50
-0.58-0.56 -0.01
0.070.25
0.180.040.06
0.01
-0.02-0.19-0.24
0.52
0.11
-0.06-0.08-0.13
0.530.310.47
-0.14-0.14-0.54
1.80
0.36-0.76
-0.02
0.01
0.01
-0.01
0.00
0.01-0.01
0.000.00
0.01
0.16 0.161.47
2.70
3.273.69
3.784.50 2.652.20
2.141.87
0.99
0.210.160.160.160.16
-0.16-0.161.25-0.21
1.981.15
0.13
0.00 -0.92
0.870.33
0.08
-4.97
-3.72 -1.78
0.00
-0.06-0.04
0.00
0.520.53
0.000.00
-0.50-0.53
0.04 -1.89
0.000.001.65
0.970.80-0.39
0.000.00
-0.49-0.49
0.150.150.000.000.13
-0.24-0.30-0.50
0.000.001.00
0.330.000.00-0.51-0.28-0.24
0.93
0.000.00-0.87
0.05
0.000.38
3.05
-2.82
-1.63-0.17
0.00
-0.35
-1.25
1.31
0.490.13
0.02
0.02
-0.03
-0.03
0.01
0.01-0.020.00
0.11
-0.03
0.02
0.00
F1 10 I 1,35 * Inc.permanenta + 1.5*Zapada stanga + U + Vant dreaptaMOMENT
FORTA AXIALA
FORTA TAIETOARE
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1
Pagina 10(22)
TIM
P: 00.2
4
0.03
-0.50
-0.19
-0.32-0.32
0.000.050.14
0.100.01
0.120.060.02
-0.31-0.43
1.47
0.06
-0.09-0.11-0.14
0.560.240.37
-0.02
0.66
1.88
1.43
-0.68
0.00
0.00
0.01
-0.01
0.00
0.01-0.01
0.000.00
0.01
-1.93
0.06
1.29
1.521.94
2.042.75 1.781.33
1.271.00
-0.98
-1.751.531.531.531.53
-1.93
-1.70
-3.16
1.981.15
0.13
-0.82
-1.75
0.870.33
0.08
-3.59
-1.57 -3.98
0.00
-0.06-0.04
0.00
0.23
0.000.000.73 -0.51
0.000.000.96
0.560.46-0.25
0.000.00
-0.31-0.31
0.530.520.000.000.47
-0.40-0.52
-0.99
0.000.00
2.36
0.970.000.00-0.47-0.24-0.20
0.97
0.000.00-0.690.000.06
1.70
-2.91
-1.65-0.19
0.00
-0.58
-2.51
1.23
0.470.11
-0.02
-0.02
0.01
0.01-0.020.00
0.07
-0.08
0.00
0.02
0.00
F1 11 I 1,35 * Inc.permanenta + 1.5*Zapada dreapta + U + Vant StangaMOMENT
FORTA AXIALA
FORTA TAIETOARE
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1
Pagina 11(22)
TIM
P: 00.2
4
-0.08-0.070.35
-0.48-0.46 -0.03
0.040.20
0.180.050.12
0.050.01
-0.28-0.36
0.68
0.09
-0.07-0.08-0.12
0.570.280.44
-0.11-0.10-0.32-0.34
0.680.58
-1.88
-0.01
0.01
0.01
-0.01
-0.01
0.01-0.01
0.000.00
0.01
-0.76 -0.762.56
3.34
3.774.04
4.094.55 2.962.24
2.151.72
0.30-0.92
1.041.041.041.04
-0.98-0.981.65
0.72
0.870.33
0.08
-0.40
-1.86
1.981.15
0.13
-5.19
-2.80 -2.89
0.00
-0.04-0.06
0.00
0.420.43
0.000.00
-0.39-0.42-0.02
-1.40
0.000.001.27
0.790.67-0.18
0.000.00
-0.25-0.26
0.390.390.000.000.35
-0.38-0.48
-0.88
0.000.001.54
0.310.000.00-0.48-0.25-0.21
0.96
0.000.00-0.82
0.10
0.00
-0.201.73
-1.23
-0.47-0.11
0.00
-0.94
-2.58
2.91
1.650.19
0.01
0.01
-0.02
-0.02
0.02
0.020.00-0.020.00
0.08
-0.07
0.02
0.00
F1 12 I 1,35*Inc.permanenta + 1.5*Zapada dreapta + U + Vant dreaptaMOMENT
FORTA AXIALA
FORTA TAIETOARE
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1
Pagina 12(22)
TIM
P: 00.2
4
0.06
-0.63
-0.21-0.22-0.22-0.02
0.01
0.100.100.02
0.180.100.05
-0.41-0.55
1.63
0.04
-0.10-0.12-0.14
0.600.210.34
-0.01
0.88
0.65
0.76
1.65
-1.80
0.01
0.00
0.01
0.00
-0.01
0.02-0.01
0.000.00
0.01
-2.75
1.15
1.93
2.022.29
2.352.80 2.091.37
1.280.85
-1.67
-2.892.422.422.422.42
-2.75
-1.31
-2.24
0.870.33
0.08
-1.22
-2.68
1.981.15
0.13
-3.81
-0.63-5.09
0.00
-0.04-0.06
0.00
0.27
0.000.000.66
0.000.580.370.32
-0.04
0.000.00
-0.08-0.08
0.770.760.000.000.69
-0.53-0.70
-1.37
0.000.00
2.90
0.940.000.00-0.45-0.22-0.18
0.99
0.000.00-0.660.00
-0.52
0.38
-1.31
-0.49-0.13
0.00
-1.17
-3.84
2.82
1.630.17
-0.01
-0.01
0.02
0.020.00-0.020.00
0.03
-0.11
0.02
0.00
F1 13 I 1,35 * Inc.permanenta + Zapada + U + 1.5*Vant StangaMOMENT
FORTA AXIALA
FORTA TAIETOARE
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1
Pagina 13(22)
TIM
P: 00.2
4
-0.13-0.110.59
-0.63-0.61 -0.04
0.050.28
0.260.080.09
0.00
-0.03-0.24-0.30
0.53
0.12
-0.07-0.09-0.14
0.640.360.55
-0.15-0.15-0.57
-0.65
0.46 0.31 -0.57
-0.02
0.01
0.01
-0.01
-0.01
0.01-0.01
0.000.00
0.01
-0.92 -0.923.60
4.56
5.135.46
5.536.09 3.873.32
3.242.91
1.91
0.95-0.37-0.37-0.37-0.37-1.27-1.27
2.45
1.31
0.75
0.26 -0.88
0.75
-6.44
-3.76 -2.03
0.00
-0.05-0.05
0.00
0.580.59
0.000.00
-0.74-0.77-0.15
-1.92
0.000.001.67
1.050.89-0.20
0.000.00
-0.29-0.30
0.110.110.000.000.08
-0.33-0.38-0.61
0.000.001.11
0.340.000.00-0.58-0.31-0.26
1.08
0.000.00-1.00
0.07
0.00
-0.442.06
-1.06
0.00
-0.12
-1.15
1.18
0.02
0.02
-0.03
-0.03
0.02
0.02-0.020.00
0.000.10
-0.04
0.00
0.02
0.00
F1 14 I 1,35 * Inc.permanenta + Zapada + U + 1.5*Vant dreaptaMOMENT
FORTA AXIALA
FORTA TAIETOARE
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1
Pagina 14(22)
TIM
P: 00.2
4
0.07
-0.81
-0.26-0.26-0.02
0.01
0.140.140.04
0.160.080.02
-0.42-0.57
1.89
0.05
-0.11-0.13-0.16
0.680.270.41
0.00
1.14
0.560.57
1.84
-0.46
0.00
0.00
0.01
-0.01
-0.01
0.01-0.01
0.000.00
0.01
-3.80
1.59
2.55
2.642.96
3.043.60 2.632.07
2.001.66
-0.90
-1.861.601.601.601.60
-3.80
-1.77
-2.91
0.75
-0.92
-2.06
0.75
-4.46
-0.67-5.17
0.00
-0.05-0.05
0.00
0.31
0.000.000.83
0.060.000.000.680.450.39
0.00
-0.04-0.04
0.650.640.000.000.58
-0.54-0.70
-1.31
0.000.00
3.04
1.250.000.00-0.53-0.26-0.21
1.13
0.000.00-0.770.00
-0.900.13
-1.18
0.00
-0.46
-2.95
1.06
-0.02
-0.02
0.02
0.02-0.020.00
0.04
-0.10
0.00
0.02
0.00
F1 15 I 1,35 * Inc.permanenta + Zapada stanga + U + 1.5*Vant StangaMOMENT
FORTA AXIALA
FORTA TAIETOARE
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1
Pagina 15(22)
TIM
P: 00.2
4
-0.14-0.120.68
-0.56-0.54 -0.02
0.060.24
0.190.05 -0.02-0.03-0.14-0.17
0.31
0.15
-0.06-0.08-0.15
0.570.380.53
-0.16-0.16-0.73
1.290.04 -0.62
-0.02
0.01
0.01
-0.01
0.00
0.01-0.01
0.000.00
0.01
0.30 0.30
2.10
3.07
3.623.95
4.024.58 2.722.35
2.302.07
1.56
0.92-0.38-0.38-0.38-0.38-0.04-0.04
1.96
0.82
1.470.81
0.10
0.18 -0.59
0.680.24
0.07
-4.83
-3.66 -1.04
0.00
-0.05-0.03
0.00
0.570.58
0.000.00
-0.73-0.76-0.17
-1.94
0.000.001.56
0.940.78-0.31
0.000.00
-0.40-0.41-0.01
0.00
-0.02
-0.18-0.20-0.30
0.000.000.59
0.220.000.00-0.63-0.36-0.31
1.04
0.000.00-0.99
0.08
0.000.26
2.76
-2.08
-1.15-0.13
0.00
-0.22
-0.73
1.09
0.370.11
0.02
0.02
-0.03
-0.030.00-0.020.00
0.10
0.02
0.00
F1 16 I 1,35 * Inc.permanenta + Zapada stanga + U + 1.5*Vant dreaptaMOMENT
FORTA AXIALA
FORTA TAIETOARE
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1
Pagina 16(22)
TIM
P: 00.2
4
0.06
-0.72
-0.19-0.190.00
0.030.09
0.070.01
0.120.060.02
-0.32-0.44
1.66
0.08
-0.11-0.13-0.18
0.600.290.39
-0.02
0.980.94
1.40
1.58
-0.50
0.00
0.00
0.01
-0.01
0.00
0.01-0.01
0.000.00
0.01
-2.57
0.09
1.05
1.121.45
1.522.08 1.481.10
1.050.83
-1.25
-1.891.581.581.581.58
-2.57
-2.26
-3.40
1.470.81
0.10
-0.99
-1.76
0.680.24
0.07
-2.85
-0.58 -4.18
0.00
-0.05-0.03
0.00
0.32
0.000.000.81
0.040.000.000.570.340.28
-0.12
0.000.00
-0.15-0.15
0.530.530.000.000.48
-0.40-0.52
-1.00
0.000.00
2.53
1.130.000.00-0.58-0.31-0.26
1.08
0.000.00-0.760.00
-0.200.83
-2.20
-1.18-0.16
0.00
-0.55
-2.53
0.96
0.340.08
-0.02
-0.02-0.020.00
0.04
-0.08
0.02
0.00
F1 17 I 1,35 * Inc.permanenta + Zapada dreapta + U + 1.5*Vant StangaMOMENT
FORTA AXIALA
FORTA TAIETOARE
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1
Pagina 17(22)
TIM
P: 00.2
4
-0.11-0.100.58
-0.49-0.47 -0.03
0.040.21
0.190.060.08
0.02
-0.01-0.20-0.25
0.41
0.14
-0.06-0.09-0.15
0.590.360.51
-0.14-0.13-0.58-0.60
0.50 0.20
-1.40
-0.01
0.01
0.01
-0.01
-0.01
0.01-0.01
0.000.00
0.01
-0.34 -0.342.87
3.52
3.974.19
4.244.62 2.942.38
2.311.97
1.08
0.120.230.230.230.23
-0.61-0.612.24
1.47
0.680.24
0.07
-0.10
-1.24
1.470.81
0.10
-4.98
-3.02 -1.81
0.00
-0.03-0.05
0.00
0.500.51
0.000.00
-0.66-0.68-0.21
-1.60
0.000.001.29
0.810.69-0.17
0.000.00
-0.24-0.24
0.160.160.000.000.14
-0.28-0.33-0.56
0.000.000.97
0.210.000.00-0.61-0.34-0.29
1.05
0.000.00-0.96
0.11
0.00
-0.151.83
-0.96
-0.34-0.08
0.00
-0.63
-1.66
2.20
1.180.16
0.02
0.02
-0.02
-0.02
0.01
0.010.00-0.020.00
0.08
-0.04
0.02
0.00
F1 18 I 1,35*Inc.permanenta + Zapada dreapta + U + 1.5*Vant dreaptaMOMENT
FORTA AXIALA
FORTA TAIETOARE
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1
Pagina 18(22)
TIM
P: 00.2
4
0.09
-0.82
-0.12-0.12-0.02
0.00
0.070.02
0.160.090.04
-0.38-0.53
1.77
0.07
-0.11-0.13-0.17
0.630.270.37
-0.01
1.13
1.74
-1.29
0.01
0.00
0.01
0.00
-0.01
0.01-0.01
0.000.00
0.01
-3.14
0.85
1.50
1.471.69
1.742.12 1.691.13
1.060.72
-1.74
-2.692.202.202.202.20
-3.14
-1.98
-2.75
0.680.24
0.07
-1.27
-2.41
1.470.81
0.10
-3.00
0.08-4.96
0.00
-0.03-0.05
0.00
0.35
0.000.000.77
0.400.000.000.300.210.19
0.030.000.000.010.700.690.000.000.63
-0.49-0.65
-1.26
0.000.00
2.90
1.110.000.00-0.56-0.29-0.24
1.10
0.000.00-0.730.00
-0.61
-0.09-1.09
-0.37-0.11
0.00
-0.97
-3.46
2.08
1.150.13
-0.01
-0.01
0.01
0.010.00-0.020.00
-0.10
0.00
0.02
0.00
F1 19 I 1,00 * Inc.permanenta + 1.5*Vant pe fronton (ascensiune)MOMENT
FORTA AXIALA
FORTA TAIETOARE
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1
Pagina 19(22)
TIM
P: 00.2
4
0.00
0.09
0.00
0.180.17
0.00-0.03-0.06
-0.01
0.01-0.05
-0.03-0.01
0.150.19 -0.18-0.17
0.020.010.00
-0.08
0.02
-0.02-0.180.17
-0.14
-0.30
0.00
0.00
0.00
0.00
0.00
-0.01
0.000.00
1.81-0.89
-0.65
-0.82-0.74
-0.72-0.57 -0.27-0.41
-0.43-0.52
0.20-0.04
0.980.980.980.981.81
0.58
0.29
0.19
0.74
0.45
0.19
1.05
1.09 1.450.00
-0.01-0.01
0.00
0.01
0.000.00
-0.27
0.480.000.00
-0.55-0.29-0.22
0.230.000.000.270.27
-0.31-0.31
0.000.00
-0.280.180.24
0.500.000.00
-0.71 0.040.000.00-0.04-0.04-0.04-0.050.000.00
0.02
0.000.67
-0.30-0.16-0.22
0.00
-0.450.530.160.22
-0.04
0.04
F1 20 I Permanenta + Om pe t.sup. stangaMOMENT
FORTA AXIALA
FORTA TAIETOARE
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1
Pagina 20(22)
TIM
P: 00.2
4
-0.03-0.020.11
-0.19-0.18-0.02
0.00
0.090.090.040.05
0.01
0.00-0.13-0.16
0.30
0.05
-0.03-0.04-0.05
0.260.130.20
-0.04-0.03-0.04
-0.34
0.170.210.21
-0.17
0.00
0.00
0.00
0.00
0.00
0.010.00
0.000.00
0.00
-1.11 -1.111.44
1.77
1.912.03
2.052.24 1.551.35
1.331.21
0.65
0.32-0.18-0.18-0.18-0.18-1.18-1.18
0.390.20-0.41-0.60
0.26
0.01 -0.39
0.26
-2.41
-0.95 -1.14
0.00
-0.02-0.02
0.00
0.180.18
0.000.00
-0.16-0.16-0.05
-0.46
0.000.000.450.300.27
0.020.00
-0.01
0.110.100.000.000.09
-0.17-0.21-0.35
0.000.000.61
0.200.000.00-0.25-0.12-0.10
0.41
0.000.00-0.36
0.08
0.00
-0.54
-0.28
0.58
0.86
-0.37 -0.55
0.37
0.00-0.010.00
0.02
-0.02
0.00
0.01
0.00
F1 21 I Permanenta + Om pe t.sup. dreaptaMOMENT
FORTA AXIALA
FORTA TAIETOARE
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1
Pagina 21(22)
TIM
P: 00.2
4
0.02-0.26
-0.14
-0.17-0.17-0.02
0.01
0.100.100.040.05
0.00-0.02-0.15-0.22
0.81
0.01
-0.05-0.06-0.06
0.310.110.19
-0.01
0.39
0.150.17 0.80 -0.17
0.00
0.00
0.00
0.00
0.00
0.010.00
0.000.00
0.00
-1.551.67
2.01
2.102.21
2.242.43 1.671.47
1.451.33
0.230.07 -0.53-0.700.690.690.690.69
-1.550.30-0.09
0.26
-0.29
-0.68
0.26
-2.57
-0.63 -2.22
0.00
-0.02-0.02
0.00
0.13
0.000.000.27
-0.15
0.000.000.450.310.27
0.020.00
-0.01
0.080.080.000.000.07
-0.19-0.23-0.37
0.000.001.52
1.300.44
0.240.000.00-0.21-0.08-0.06
0.45
0.000.00-0.320.00
-0.42
0.13
-0.37
0.00
-0.42
-0.97
0.37
-0.01
-0.01-0.010.00
0.02
-0.02
0.01
0.00
F1 22 I Permanenta + Om pe streasinaMOMENT
FORTA AXIALA
FORTA TAIETOARE
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1
Pagina 22(22)
TIM
P: 00.2
4
-0.01
0.000.03
-0.10-0.100.000.02
0.040.02
0.00
0.030.020.01
-0.08-0.11
0.37
0.05
-0.04-0.04-0.07
0.210.120.16
-0.03
0.01
0.870.32
-0.87
0.00
0.00
0.00
0.00
0.00
0.000.00
0.000.00
0.00
0.05-0.17
0.16
0.260.37
0.390.59 0.330.14
0.12
0.00
-0.54
-0.870.810.810.810.810.05
-0.23
-0.62
0.860.64
0.03
-0.39
-0.78
0.860.64
0.03
-0.87
-0.66 -1.08
0.00
-0.02-0.02
0.00
0.13
0.000.000.11
-0.31
0.000.000.320.170.14
-0.12
0.000.00
-0.14-0.14
0.170.170.000.000.16
-0.10-0.14-0.28
0.000.000.63
0.210.000.00-0.27-0.15-0.12
0.38
0.000.00-0.320.000.34
0.89
-1.23
-0.91-0.05
0.00
-0.58
-1.12
1.23
0.910.05
-0.010.00
0.02
-0.02
0.00
0.01
0.00
F1
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1COMBINATII INCARCARI Pagina 1(8)T
IMP
: 0
0.2
4
23 M Inc.permanenta + Zapada(d) + U
0.4 / 0.50.6 / 0.6 0.6 / 2.20.6 / 2.3
-0.5 / 4.0-0.5 / 4.4-0.5 / 4.4
1.2 / 1.7
1.5 / 1.13.8 / -2.2
1.1 / 1.0
-0.5 / 0.3
0.4 / 2.5
-0.5 / 0.2-0.4 / -0.5
1.1 / 1.21.4 / 1.2
-0.5 / 3.9
24 M Inc.permanenta + Zapada(d) + U
0.4 / 0.4 0.4 / 1.50.4 / 1.6
-0.3 / 2.7-0.3 / 2.9-0.3 / 2.9
0.8 / 1.1
1.0 / 0.82.5 / -1.5
0.7 / 0.7
0.3 / 1.7
0.7 / 0.80.9 / 0.8
-0.3 / 2.6
25 M Inc.permanenta + Zapada stanga(d) + U
0.3 / 0.40.4 / 0.5 0.4 / 1.50.4 / 1.6
-0.5 / 2.8-0.4 / 3.4-0.4 / 3.4
-0.5 / -0.7
3.0 / 4.4
1.0 / 0.72.2 / -0.9
0.7 / 0.7
-0.4 / 0.2
0.2 / 1.8
-0.4 / -0.5
0.7 / 0.90.9 / 0.8
-0.4 / 2.8
26 M Inc.permanenta + Zapada stanga(d) + U
0.3 / 1.00.2 / 1.0
-0.3 / 1.8-0.3 / 2.1-0.3 / 2.1
-0.3 / -0.5
2.2 / 3.2
0.6 / 0.41.3 / -0.5
0.5 / 0.5
0.1 / 1.1
0.5 / 0.50.6 / 0.5
-0.3 / 1.7
F1
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1COMBINATII INCARCARI Pagina 2(8)T
IMP
: 0
0.2
4
27 M Inc.permanenta + Zapada dreapta(d) + U
0.3 / 1.80.3 / 1.9
-0.5 / 3.1-0.5 / 3.7-0.5 / 3.7
-0.5 / 0.0-0.4 / -0.6
1.4 / 2.1
1.1 / 0.81.6 / 0.0
1.1 / 0.70.7 / 1.3
0.7 / 0.8
0.1 / 0.5
-0.5 / 0.3
0.1 / 2.0
-0.6 / 0.2-0.5 / -0.6
0.8 / 0.91.0 / 0.9
-0.4 / 3.0
28 M Inc.permanenta + Zapada dreapta(d) + U
0.2 / 1.20.2 / 1.3
-0.4 / 2.0-0.3 / 2.4-0.3 / 2.3
1.0 / 1.4
0.7 / 0.51.0 / 0.0
0.7 / 0.50.2 / 1.2
0.5 / 0.5
0.1 / 1.3
-0.3 / -0.4
0.5 / 0.60.6 / 0.6
-0.3 / 1.9
29 I Inc.permanenta + Zapada(d) + U + Vant Stanga
0.3 / 0.60.4 / 0.5
0.7 / 0.80.8 / 0.8 1.0 / 1.71.0 / 1.8
0.2 / 3.00.2 / 3.70.2 / 3.7
0.4 / 0.6
1.5 / 1.13.1 / -1.2
1.2 / 0.9
0.8 / 1.9
0.3 / 0.6
1.1 / 1.11.4 / 1.1
0.2 / 2.9
30 I Inc.permanenta + Zapada(d) + U + Vant Stanga
0.5 / 0.7
0.4 / 0.40.5 / 0.60.6 / 0.6
0.7 / 0.8
0.7 / 1.00.8 / 1.1
0.3 / 1.70.4 / 2.20.4 / 2.2
1.0 / 0.7
1.9 / -0.5
0.9 / 0.6
0.3 / 0.4 0.7 / 1.1
0.4 / 0.7
0.7 / 0.70.9 / 0.7
0.4 / 1.6
F1
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1COMBINATII INCARCARI Pagina 3(8)T
IMP
: 0
0.2
4
31 I Inc.permanenta + Zapada(d) + U + Vant dreapta
0.4 / 2.90.4 / 3.1
-1.4 / 5.5-1.3 / 6.1-1.3 / 6.1
-1.3 / 0.0-1.2 / -1.6
2.0 / 2.9
1.7 / 1.1 5.0 / -3.6
1.1 / 1.2
-0.1 / 0.8
-1.3 / 0.3
-0.6 / -0.5
-1.2 / 0.1
-0.1 / 3.4
-1.4 / 0.3-1.3 / -1.6
1.2 / 1.41.4 / 1.4
-1.3 / 5.4
32 I Inc.permanenta + Zapada(d) + U + Vant dreapta
0.2 / 2.20.1 / 2.3
-1.2 / 4.2-1.1 / 4.6-1.1 / 4.6
-1.2 / 0.0-1.0 / -1.4
1.6 / 2.3
1.2 / 0.83.8 / -2.9
0.7 / 0.9
-0.2 / 0.6
-1.1 / 0.2
-0.5 / -0.4
-1.1 / 0.0
-0.2 / 2.6
-1.2 / 0.2-1.1 / -1.5
0.8 / 1.01.0 / 1.0
-1.1 / 4.1
33 I Inc.permanenta + Zapada stanga(d) + U + Vant Stanga
0.4 / 0.6
0.4 / 0.50.6 / 0.70.7 / 0.8
0.7 / 0.80.7 / 1.10.7 / 1.1
0.2 / 1.90.3 / 2.70.3 / 2.70.3 / 0.6
2.3 / 3.3
1.0 / 0.71.6 / 0.0
1.5 / 0.1
0.9 / 0.6
0.6 / 1.2
0.3 / 0.6
0.7 / 0.80.9 / 0.7
0.3 / 1.7
34 I Inc.permanenta + Zapada stanga(d) + U + Vant Stanga
0.5 / 0.7
0.4 / 0.50.5 / 0.60.5 / 0.6
0.5 / 0.60.6 / 0.50.6 / 0.5
0.4 / 0.80.4 / 1.40.4 / 1.5
1.5 / 2.1
0.7 / 0.41.0 / 0.0
0.6 / 0.50.6 / 0.5
0.6 / 0.4
0.3 / 0.4
0.5 / 0.2
0.6 / 0.5
0.5 / 0.7
0.5 / 0.50.6 / 0.4
0.4 / 0.7
F1
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1COMBINATII INCARCARI Pagina 4(8)T
IMP
: 0
0.2
4
35 I Inc.permanenta + Zapada stanga(d) + U + Vant dreapta
0.2 / 2.20.1 / 2.3
-1.3 / 4.3-1.2 / 5.1-1.3 / 5.1
-1.3 / 0.0-1.2 / -1.7
3.9 / 5.5
1.2 / 0.83.4 / -2.3
0.7 / 0.9
-0.2 / 0.6
-1.2 / 0.2
-0.6 / -0.4
-1.1 / 0.1
-0.3 / 2.7
-1.3 / 0.3-1.2 / -1.6
0.8 / 1.11.0 / 1.0
-1.2 / 4.2
36 I Inc.permanenta + Zapada stanga(d) + U + Vant dreapta
0.0 / 1.70.0 / 1.8
-1.1 / 3.3-1.1 / 3.8-1.1 / 3.8
-1.1 / 0.0-1.1 / -1.5
3.0 / 4.3
0.7 / 0.62.5 / -1.9
0.4 / 0.7
-1.1 / 0.2
-0.5 / -0.4
-1.0 / 0.0
-0.4 / 2.0
-1.1 / 0.2-1.1 / -1.5
0.6 / 0.70.7 / 0.7
-1.1 / 3.2
37 I Inc.permanenta + Zapada dreapta(d) + U + Vant Stanga
0.5 / 0.60.6 / 0.6 0.6 / 1.40.6 / 1.4
0.1 / 2.20.2 / 3.00.2 / 3.1
0.7 / 1.0
1.1 / 0.81.6 / 0.0
1.1 / 0.8
0.0 / 2.3
0.9 / 0.7
0.6 / 1.4
0.8 / 0.81.0 / 0.8
0.3 / 2.0
38 I Inc.permanenta + Zapada dreapta(d) + U + Vant Stanga
0.4 / 0.6
0.4 / 0.50.5 / 0.5
0.5 / 0.5
0.5 / 0.70.5 / 0.8
0.3 / 1.0
0.4 / 1.70.4 / 1.70.7 / 0.5
1.1 / -0.1
0.7 / 0.5
-0.5 / 2.2
0.6 / 0.4
0.5 / 0.7
0.4 / 0.6
0.5 / 0.50.7 / 0.5
0.4 / 0.9
F1
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1COMBINATII INCARCARI Pagina 5(8)T
IMP
: 0
0.2
4
39 I Inc.permanenta + Zapada dreapta(d) + U + Vant dreapta
0.1 / 2.50.0 / 2.7
-1.4 / 4.6-1.3 / 5.4-1.3 / 5.4
-1.4 / 0.0-1.2 / -1.7
2.3 / 3.2
1.1 / 1.02.0 / -0.3
1.9 / -0.1
0.7 / 1.0
-0.3 / 0.6
-1.3 / 0.2
-0.6 / -0.5
-1.3 / 0.0
-0.3 / 2.9
-1.4 / 0.3-1.3 / -1.8
0.9 / 1.11.1 / 1.1
-1.3 / 4.5
40 I Inc.permanenta + Zapada dreapta(d) + U + Vant dreapta
-0.1 / 1.9-0.1 / 2.0
-1.2 / 3.5-1.1 / 4.1-1.2 / 4.0
-1.2 / 0.0-1.1 / -1.5
1.8 / 2.6
0.9 / 0.51.4 / -0.21.4 / -0.21.4 / -0.2
0.4 / 0.7
-1.1 / 0.2
-0.6 / -0.5
-1.1 / 0.0
-0.4 / 2.2
-1.2 / 0.2-1.2 / -1.6
0.6 / 0.80.7 / 0.8
-1.1 / 3.4
41 I Inc.permanenta + Zapada + U + Vant Stanga(d)
0.7 / 1.0
0.5 / 0.60.7 / 0.80.8 / 0.9
1.0 / 1.0
1.0 / 1.21.0 / 1.3
0.5 / 2.10.6 / 3.00.6 / 3.0
0.6 / 0.0
1.3 / 0.9
2.4 / -0.5
1.2 / 0.8
0.5 / 0.3
0.5 / 0.5
0.6 / 0.40.7 / 0.2
1.0 / 1.3
0.5 / 0.2
0.6 / 1.0
1.0 / 1.01.2 / 0.9
0.6 / 2.0
42 I Inc.permanenta + Zapada + U + Vant Stanga(d)
0.8 / 1.1
0.5 / 0.60.6 / 0.70.6 / 0.7
0.7 / 0.7
0.8 / 0.5
0.8 / 0.50.8 / 0.5
0.7 / 0.80.7 / 1.50.8 / 1.50.8 / 0.0
-0.4 / -0.6
0.8 / 0.6 1.2 / 0.0
1.1 / 0.2
0.8 / 0.4
0.7 / 0.2
0.5 / 0.6
0.8 / 0.2
0.9 / 0.5
0.7 / 0.1
0.8 / 1.2
0.6 / 0.60.8 / 0.5
0.7 / 0.7
F1
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1COMBINATII INCARCARI Pagina 6(8)T
IMP
: 0
0.2
4
43 I Inc.permanenta + Zapada stanga + U + Vant Stanga(d)
0.7 / 1.0
0.5 / 0.60.6 / 0.80.7 / 0.8
0.7 / 0.80.8 / 0.70.9 / 0.7
0.5 / 1.20.6 / 2.20.6 / 2.3
0.6 / 0.0
1.4 / 2.0
0.9 / 0.71.4 / 0.0
1.1 / 0.5
0.9 / 0.5
0.6 / 0.3
0.5 / 0.6
0.6 / 0.40.7 / 0.2
0.8 / 0.8
0.6 / 0.1
0.7 / 1.0
0.7 / 0.70.9 / 0.6
0.6 / 1.1
44 I Inc.permanenta + Zapada stanga + U + Vant Stanga(d)
0.8 / 1.2
0.5 / 0.60.5 / 0.70.6 / 0.6 0.7 / 0.20.7 / 0.2
0.7 / 0.1
0.7 / 0.2
0.8 / 0.90.8 / 1.00.8 / 1.0
0.8 / 0.0
0.6 / 0.8
0.9 / -0.1
0.6 / 0.3
0.2 / 0.9
0.6 / 0.3
0.7 / 0.2
0.7 / 0.2
0.5 / 0.6
0.8 / 0.2
0.8 / 0.1
0.7 / 0.1
0.8 / 0.0
0.8 / 1.2
0.4 / 0.40.5 / 0.3
0.8 / 0.1
45 I Inc.permanenta + Zapada stanga + U + Vant dreapta(d)
0.0 / 2.40.0 / 2.5
-1.6 / 4.8-1.6 / 5.6-1.6 / 5.6
-1.6 / -0.1-1.5 / -2.1
3.6 / 5.2
1.1 / 0.93.8 / -3.0
0.6 / 0.9
-0.4 / 0.6
-1.5 / 0.2
-0.8 / -0.6
-1.5 / 0.0
-0.5 / 2.9
-1.6 / 0.3-1.6 / -2.1
0.8 / 1.11.0 / 1.0
-1.5 / 4.7
46 I Inc.permanenta + Zapada stanga + U + Vant dreapta(d)
-0.1 / 1.8-0.2 / 1.9
-1.4 / 3.7-1.4 / 4.3-1.4 / 4.3
-1.5 / 0.0-1.4 / -1.9
2.8 / 4.0
0.9 / 0.4 2.9 / -2.6
0.4 / 0.7
-1.4 / 0.1
-0.7 / -0.6
-1.3 / 0.0
-0.6 / 2.2
-1.4 / 0.2-1.4 / -1.9
0.5 / 0.70.6 / 0.7
-1.4 / 3.6
F1
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1COMBINATII INCARCARI Pagina 7(8)T
IMP
: 0
0.2
4
47 I Inc.permanenta + Zapada dreapta + U + Vant Stanga(d)
0.7 / 0.9
0.5 / 0.50.6 / 0.70.7 / 0.7
0.7 / 0.80.8 / 1.00.8 / 1.0
0.5 / 1.50.6 / 2.40.6 / 2.5
0.6 / 0.0
1.0 / 0.71.5 / 0.0
1.0 / 0.8
0.0 / 2.2
0.9 / 0.6
0.5 / 0.3
0.4 / 0.5
0.5 / 0.30.6 / 0.2
0.8 / 1.0
0.5 / 0.1
0.6 / 0.9
0.7 / 0.70.9 / 0.7
0.6 / 1.3
48 I Inc.permanenta + Zapada dreapta + U + Vant Stanga(d)
0.8 / 1.1
0.5 / 0.60.5 / 0.60.5 / 0.6
0.6 / 0.4
0.6 / 0.30.7 / 0.30.7 / 0.3
0.6 / 0.4
0.7 / 1.10.7 / 1.10.7 / 1.1
0.7 / 0.0
1.0 / -0.2
0.7 / 0.3
-0.6 / 2.1
0.6 / 0.3
0.7 / 0.2
0.7 / 0.2
0.5 / 0.5
0.8 / 0.2
0.7 / 0.3
0.7 / 0.1
0.8 / 1.1
0.4 / 0.40.6 / 0.4
0.7 / 0.2
49 I Inc.permanenta + Zapada dreapta + U + Vant dreapta(d)
0.0 / 2.6-0.1 / 2.8
-1.7 / 5.0-1.6 / 5.9-1.6 / 5.9
-1.7 / -0.1-1.5 / -2.2
2.4 / 3.4
1.2 / 0.82.7 / -1.3
0.6 / 1.0
-0.5 / 0.6
-1.6 / 0.2
-0.8 / -0.7
-1.5 / 0.0
-0.6 / 3.1
-1.7 / 0.3-1.6 / -2.2
0.9 / 1.11.0 / 1.1
-1.6 / 4.8
50 I Inc.permanenta + Zapada dreapta + U + Vant dreapta(d)
-0.2 / 2.0-0.2 / 2.1
-1.5 / 3.9-1.4 / 4.5-1.5 / 4.5
-1.5 / 0.0-1.4 / -2.0
2.0 / 2.8
0.7 / 0.72.2 / -1.4
0.4 / 0.7
-0.6 / 0.4
-1.4 / 0.1
-0.7 / -0.7
-1.4 / -0.1
-0.6 / 2.4
-1.5 / 0.2-1.5 / -2.0
0.6 / 0.80.7 / 0.8
-1.4 / 3.8
F1
PROIECT NR. 1/2009NUMAR DESEN 1 Truss F1COMBINATII INCARCARI Pagina 8(8)T
IMP
: 0
0.2
4
51 I Inc.permanenta + Vant pe fronton (ascensiune)(d)
0.0 / 0.50.0 / 0.9-0.1 / 0.9
0.5 / 0.7
52 I Inc.permanenta + Vant pe fronton (ascensiune)(d)
-0.5 / 0.6