48
Nr. proiect : 1/2009 Nr. proiect : 1/2009 Calcul ferma realizat cu programul de calcul TrussCon Version : 2011 SR2 Program dezvoltat de: Construction Software Center Europe (tel +46 910-87930) Box 709 S-931 27 Skellefteå, SWEDEN 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 7 8 9 10 11 12 13 35° 7876 mm PARAMETRI GENERALI PROIECT Cod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 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 deformatiilor de ordin I. Influenta deformatiei din forta taietoare a fost luata in considerare. Prezentul proiect este calculat cu placi multicui MiTek conform CE 1020-CPD-070038938 si este valabil numai in conditiile folosirii placilor multicui specificat 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. Distr. Poz.alt. Distr. INC.UTILA De la la mm De la la mm LL 1 = 0.25 kN/m² 1 7 1954 TrussCon de la Construction Software Center Europe - Calc. realizate de: MiTek Romania Angel - Data: 20111116 - Timp: 00.24 - Nr. licenta: 13000 Pag. 1

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Page 1: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

Page 2: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

Page 3: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

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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

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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

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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

Page 7: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

Page 8: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

Page 9: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

Page 10: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

Page 11: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

Page 12: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

Page 13: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

Page 14: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

Page 15: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

Page 16: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

Page 17: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

Page 18: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

Page 19: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

Page 20: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

Page 21: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

Page 22: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

Page 23: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

Page 24: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

Page 25: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

Page 26: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

Page 27: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

Page 28: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

Page 29: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

Page 30: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

Page 31: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

Page 32: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

Page 33: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

Page 34: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

Page 35: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

Page 36: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

Page 37: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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

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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

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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

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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

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: 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

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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

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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

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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

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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

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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

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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

Page 48: Calcul ferma realizat cu programul de calcul · PDF fileCod de calcul lemn : SR EN 1995-1-1:2004 Cod calcul conectori : SR EN 1995-1-1:2004 Inc. permanenta si utila : EN 1991-1-1:2002

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