evaluarea incarcarilor
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Evaluarea incarcarilorTRANSCRIPT
SARPANTA + PLANSEU DE LEMNDenumire element gp-normat n gp-calcul
daN/mp daN/mpTigla solzipe un rand.incl.sipci si capriori 65.00 1.35 87.75Astereala suport 2x2,5 20.00 1.35 27.00Vata minerala 15cm 22.00 1.35 29.70Bariera vapori 1C400+26 6.00 1.35 8.10Tavan gips-carton 13.00 1.35 17.55planseu lemn 86.00 1.35 116.10dulapi 15x5 7.00 1.35 9.45
219.00 295.65
Incarcare zapadagz= 150 daN/mpce= 0.8
cz1= 1
pz-normat= 120 daN/mp
Gama F=1.5
Gama F= 1.50
pz-calcul= 180.00 daN/mp
PLANSEU 15cm – subsolPlanseu Grosime qn n qc
cm kN/mp kN/mpPlaca b.a. monolit 15 3.75 1.35 5.06Polistiren extrudat 3 0.03 1.35 0.04Sapa slab armata 5 1.05 1.35 1.42Tencuiala fin driscuita 1.5 0.32 1.35 0.43Gresie+adeziv 2 0.42 1.35 0.57
5.57 7.51
PLANSEU 14cm - etajPlanseu Grosime qn n qc
cm kN/mp kN/mpPlaca b.a. monolit 14 3.50 1.35 4.73Polistiren extrudat 3 0.03 1.35 0.04Sapa slab armata 5 1.05 1.35 1.42Tencuiala fin driscuita 1.5 0.32 1.35 0.43Gresie+adeziv 2 0.42 1.35 0.57
5.32 7.18
PLANSEU 10 cm - demisolPlanseu Grosime qn n qc
cm kN/mp kN/mpPlaca b.a. monolit 10 2.50 1.35 3.38Polistiren extrudat 3 0.03 1.35 0.04Sapa slab armata 5 1.05 1.35 1.42Gresie+adeziv 2 0.42 1.35 0.57
4.00 5.40
Pereti exteriori POROTHERMdens. <=10KN/mc
Zidarie 30 3.60 1.35 4.86Tencuieli 4 0.84 1.35 1.13Polistiren 10 0.10 1.35 0.14
4.54 6.13Hnivel= 2.60 m
11.80 q= 15.94
Pereti interioridens. <=10KN/mc
Zidarie 25 3.00 1.35 4.05Tencuieli 3 0.63 1.35 0.85Polistiren 0 0.00 1.35 0.00
3.63 4.90Hnivel= 2.60 m
9.44 q= 12.74
Df= 1.00 mPERETE EXTERIOR AX A
Deschiderea Inc. calcul unitara Inc.de calcul rezultata Pconv,b= 240 kPazapada 1.00 1.80 1.80 CB= -3 kPainvelitoare 1.00 2.96 2.96 CD= -60 kPazidarie M 4.10 #NAME? #NAME?planseu E 14 Pconv= 177 kPa
permanente1.40
7.51 10.52cvasipermanente 0.04 0.06 Pef= #NAME? kPautile 0.57 0.79
zidarie E 3.06 #NAME? #NAME? Concluzii: #NAME?planseu P 14
permanente3.10
7.51 23.29cvasipermanente 0.04 0.13utile 0.57 1.76
zidarie P 3.06 #NAME? #NAME?elevatie(BxH) 35 100 25 8.75talpa(BxH) 75 50 21 7.88
#NAME?
PERETE EXTERIOR AX BDeschiderea Inc. calcul unitara Inc.de calcul rezultata Pconv,b= 240 kPa
zapada 0.50 1.80 0.90 CB= -3.6 kPainvelitoare 0.50 2.96 1.48 CD= -60 kPazidarie M 5.40 #NAME? #NAME?planseu E 14 Pconv= 176.4 kPa
permanente1.50
7.51 11.27cvasipermanente 0.04 0.06 Pef= #NAME? kPa
X utile 5.40 8.10zidarie E 3.06 #NAME? #NAME? Concluzii: #NAME?planseu P 14
permanente0.75
7.51 5.63cvasipermanente 0.04 0.03
X utile 5.40 4.05zidarie P 3.06 #NAME? #NAME?elevatie 35 100 25 8.75talpa 70 50 21 7.35
#NAME?
PERETE INTERIOR AX CDeschiderea Inc. calcul unitara Inc.de calcul rezultata Pconv,b= 240 kPa
zapada 0.50 1.80 0.90 CB= -4.8 kPainvelitoare 0.50 2.96 1.48 CD= -60 kPazidarie M 0.00 #NAME? #NAME?planseu E 14 Pconv= 175.2 kPa
permanente2.70
7.51 20.28cvasipermanente 0.04 0.11 Pef= #NAME? kPautile 0.57 1.53
zidarie E 3.06 #NAME? #NAME? Concluzii: #NAME?planseu P 14
permanente2.70
7.51 20.28cvasipermanente 0.04 0.11utile 0.57 1.53
zidarie P 3.06 #NAME? #NAME?elevatie 35 100 25 8.75talpa 60 50 21 6.30
#NAME?
PERETE INTERIOR AX DDeschiderea Inc. calcul unitara Inc.de calcul rezultata Pconv,b= 240 kPa
zapada 0.50 1.80 0.90 CB= -3 kPainvelitoare 0.50 2.96 1.48 CD= -60 kPazidarie M 4.20 #NAME? #NAME?planseu E 14 Pconv= 177 kPa
permanente2.05
7.51 15.40cvasipermanente 0.04 0.08 Pef= #NAME? kPautile 0.57 1.16
zidarie E 3.06 #NAME? #NAME? Concluzii: #NAME?planseu P 20
permanente2.50
#NAME? #NAME?cvasipermanente 0.04 0.10utile 0.57 1.42
zidarie P 3.06 #NAME? #NAME?elevatie 35 100 25 8.75talpa 75 50 21 7.88
#NAME?
PERETE INTERIOR AX EDeschiderea Inc. calcul unitara Inc.de calcul rezultata Pconv,b= 240 kPa
zapada 1.00 1.80 1.80 CB= -3 kPainvelitoare 1.00 2.96 2.96 CD= -60 kPazidarie M 4.10 #NAME? #NAME?planseu E 14 Pconv= 177 kPa
permanente1.95
7.51 14.65cvasipermanente 0.04 0.08 Pef= #NAME? kPautile 0.57 1.11
zidarie E 3.06 #NAME? #NAME? Concluzii: #NAME?planseu P 20
permanente2.50
#NAME? #NAME?cvasipermanente 0.04 0.10utile 0.57 1.42
zidarie P 3.06 #NAME? #NAME?elevatie 35 100 25 8.75talpa 75 50 21 7.88
#NAME?
PERETE INTERIOR AX FDeschiderea Inc. calcul unitara Inc.de calcul rezultata Pconv,b= 240 kPa
zapada 0.50 1.80 0.90 CB= -3.6 kPainvelitoare 0.50 2.96 1.48 CD= -60 kPazidarie M 3.00 #NAME? #NAME?planseu E 14 Pconv= 176.4 kPa
permanente2.10
7.51 15.78cvasipermanente 0.04 0.09 Pef= #NAME? kPautile 0.57 1.19
zidarie E 3.06 #NAME? #NAME? Concluzii: #NAME?planseu P 20
permanente2.10
#NAME? #NAME?cvasipermanente 0.04 0.09utile 0.57 1.19
zidarie P 3.06 #NAME? #NAME?elevatie 35 100 25 8.75talpa 70 50 21 7.35
#NAME?
PERETE INTERIOR AX HDeschiderea Inc. calcul unitara Inc.de calcul rezultata Pconv,b= 240 kPa
zapada 0.50 1.80 0.90 CB= -4.2 kPainvelitoare 0.50 2.96 1.48 CD= -60 kPazidarie M 3.90 #NAME? #NAME?planseu E 14 Pconv= 175.8 kPa
permanente1.75
7.51 13.15cvasipermanente 0.04 0.07 Pef= #NAME? kPa
X utile 5.40 9.45zidarie E 3.06 #NAME? #NAME? Concluzii: #NAME?planseu P 14
permanente1.75
7.51 13.15cvasipermanente 0.04 0.07
X utile 5.40 9.45zidarie P 3.06 #NAME? #NAME?elevatie 35 100 25 8.75talpa 65 50 21 6.83
#NAME?
PERETE INTERIOR AX iDeschiderea Inc. calcul unitara Inc.de calcul rezultata Pconv,b= 240 kPa
zapada 0.50 1.80 0.90 CB= -4.2 kPainvelitoare 0.50 2.96 1.48 CD= -60 kPazidarie M 3.90 #NAME? #NAME?planseu E 14 Pconv= 175.8 kPa
permanente1.75
7.51 13.15cvasipermanente 0.04 0.07 Pef= #NAME? kPautile 0.57 0.99
zidarie E 3.06 #NAME? #NAME? Concluzii: #NAME?planseu P 14
permanente1.75
7.51 13.15cvasipermanente 0.04 0.07utile 0.57 0.99
zidarie P 3.06 #NAME? #NAME?elevatie 35 100 25 8.75talpa 65 50 21 6.83
#NAME?
PERETE EXTERIOR AX 1Deschiderea Inc. calcul unitara Inc.de calcul rezultata Pconv,b= 240 kPa
zapada 0.00 1.80 0.00 CB= -4.2 kPainvelitoare 0.00 2.96 0.00 CD= -60 kPazidarie M 0.00 #NAME? #NAME?planseu E 14 Pconv= 175.8 kPa
permanente2.75
7.51 20.66cvasipermanente 0.04 0.11 Pef= #NAME? kPautile 0.57 1.56
zidarie E 3.06 #NAME? #NAME? Concluzii: #NAME?planseu P 20
permanente2.70
#NAME? #NAME?cvasipermanente 0.04 0.11utile 0.57 1.53
zidarie P 3.06 #NAME? #NAME?elevatie 35 100 25 8.75talpa 65 50 21 6.83
#NAME?
PERETE EXTERIOR AX 2Deschiderea Inc. calcul unitara Inc.de calcul rezultata Pconv,b= 240 kPa
zapada 4.00 1.80 7.20 CB= -4.2 kPainvelitoare 4.00 2.96 11.83 CD= -60 kPazidarie M 2.50 #NAME? #NAME?planseu E 14 Pconv= 175.8 kPa
permanente1.40
7.51 10.52cvasipermanente 0.04 0.06 Pef= #NAME? kPautile 0.57 0.79
zidarie E 3.06 #NAME? #NAME? Concluzii: #NAME?planseu P 14
permanente1.40
7.51 10.52cvasipermanente 0.04 0.06utile 0.57 0.79
zidarie P 3.06 #NAME? #NAME?elevatie 35 100 25 8.75talpa 65 50 21 6.83
#NAME?
PERETE EXTERIOR AX IIDeschiderea Inc. calcul unitara Inc.de calcul rezultata Pconv,b= 240 kPa
zapada 4.00 1.80 7.20 CB= -4.8 kPainvelitoare 4.00 2.96 11.83 CD= -60 kPazidarie M 2.50 #NAME? #NAME?planseu E 14 Pconv= 175.2 kPa
permanente0.80
7.51 6.01cvasipermanente 0.04 0.03 Pef= #NAME? kPa
X utile 5.40 4.32zidarie E 3.06 #NAME? #NAME? Concluzii: #NAME?planseu P 14
permanente0.80
7.51 6.01cvasipermanente 0.04 0.03
X utile 5.40 4.32zidarie P 3.06 #NAME? #NAME?elevatie 35 100 25 8.75talpa 60 50 21 6.30
#NAME?
PERETE INTERIOR INTRE AX II-AX III
Deschiderea Inc. calcul unitara Inc.de calcul rezultata Pconv,b= 240 kPazapada 0.00 1.80 0.00 CB= -6 kPainvelitoare 0.00 2.96 0.00 CD= -60 kPazidarie M 0.00 #NAME? #NAME?planseu E 14 Pconv= 174 kPa
permanente0.00
7.51 0.00cvasipermanente 0.04 0.00 Pef= #NAME? kPautile 0.57 0.00
zidarie E 0.00 #NAME? #NAME? Concluzii: #NAME?planseu P 20
permanente1.60
#NAME? #NAME?cvasipermanente 0.04 0.06utile 0.57 0.91
zidarie P 3.06 #NAME? #NAME?elevatie 35 100 25 8.75talpa 50 50 21 5.25
#NAME?
PERETE EXTERIOR AX 5 - AX 7Deschiderea Inc. calcul unitara Inc.de calcul rezultata Pconv,b= 240 kPa
zapada 4.85 1.80 8.73 CB= -1.8 kPainvelitoare 4.85 2.96 14.34 CD= -60 kPazidarie M 5.80 #NAME? #NAME?planseu E 14 Pconv= 178.2 kPa
permanente2.10
7.51 15.78cvasipermanente 0.04 0.09 Pef= #NAME? kPautile 0.57 1.19
zidarie E 3.06 #NAME? #NAME? Concluzii: #NAME?planseu P 14
permanente2.10
7.51 15.78cvasipermanente 0.04 0.09utile 0.57 1.19
zidarie P 3.06 #NAME? #NAME?elevatie 35 100 25 8.75talpa 85 50 21 8.92
#NAME?
PERETE INTERIOR AX 6Deschiderea Inc. calcul unitara Inc.de calcul rezultata Pconv,b= 240 kPa
zapada 5.20 1.80 9.36 CB= -3 kPainvelitoare 5.20 2.96 15.37 CD= -60 kPazidarie M 4.80 #NAME? #NAME?planseu E 14 Pconv= 177 kPa
permanente2.05
7.51 15.40cvasipermanente 0.04 0.08 Pef= #NAME? kPautile 0.57 1.16
zidarie E 3.06 #NAME? #NAME? Concluzii: #NAME?planseu P 14
permanente2.05
7.51 15.40cvasipermanente 0.04 0.08utile 0.57 1.16
zidarie P 3.06 #NAME? #NAME?elevatie 35 100 25 8.75talpa 75 50 21 7.88
#NAME?
PERETE INTERIOR AX IVDeschiderea Inc. calcul unitara Inc.de calcul rezultata Pconv,b= 240 kPa
zapada 3.50 1.80 6.30 CB= -1.2 kPainvelitoare 3.50 2.96 10.35 CD= -60 kPazidarie M 4.30 #NAME? #NAME?planseu E 14 Pconv= 178.8 kPa
permanente3.60
7.51 27.05cvasipermanente 0.04 0.15 Pef= #NAME? kPa
X utile 5.40 19.44zidarie E 3.06 #NAME? #NAME? Concluzii: #NAME?planseu P 14
permanente3.60
7.51 27.05cvasipermanente 0.04 0.15
X utile 5.40 19.44zidarie P 3.06 #NAME? #NAME?elevatie 35 100 25 8.75talpa 90 50 21 9.45
#NAME?
PERETE INTERIOR AX VDeschiderea Inc. calcul unitara Inc.de calcul rezultata Pconv,b= 240 kPa
zapada 4.00 1.80 7.20 CB= -2.4 kPainvelitoare 4.00 2.96 11.83 CD= -60 kPazidarie M 3.00 #NAME? #NAME?planseu E 14 Pconv= 177.6 kPa
permanente3.00
7.51 22.54cvasipermanente 0.04 0.12 Pef= #NAME? kPautile 0.57 1.70
zidarie E 3.06 #NAME? #NAME? Concluzii: #NAME?planseu P 14
permanente3.00
7.51 22.54cvasipermanente 0.04 0.12utile 0.57 1.70
zidarie P 3.06 #NAME? #NAME?elevatie 35 100 25 8.75talpa 80 50 21 8.40
#NAME?