Montant i

Greuta aloare Grosime te caracteristic strat specific Denumire strat ă [m] [k [ kNă/m³] [k [kN/m²] 0.010 23.00 0.230 Gresie 0.004 15.50 0.062 Adeziv prindere gresie 0.040 21.00 0. 0.840 Șapă autonivelantă 0.050 0.36 0.018 Termoizolație polistiren extrudat !ermanente 0.140 25.00 3. 3 .500 Placă din beton armat 0.020 21.00 0.420 Finisaj interior tencuială 1.000 Pereți de compartimentare din rigips d "#"$L "#"$L %NC&'C&'( !)'*$N)N") -   +,-.-   Încărcări utile 1.500 aria0ile "#"$L %NC&'C&'( $'($1(L) "#"$L "#"$L %NC&'C&'( !L$NȘ )U CU')N" %ncărcări planșeu curent

 Coeficienți parțiali de siguranță SLU SLS G GS GC G GC! 1.35 1 1 1 1 1.35 1 1 1 1 1.35 1 1 1 1 1.35 1 1 1 1 1.35 1 1 1 1 1.35 1 1 1 1 1.35 1 1 1 1 11..50 0.6 0.7 0.5 0.3 -

-

%ncărcări terasă necircula0ilă

Denumire strat

Hidroizolație membrană bituminoasă Șapă de protecție protecție termoizolație termoizolație Termoizolație polistiren extrudat !ermanente Șapă de pantă Placă din beton armat Finisaj interior tencuială

aria0ile

"#"$L "#"$L %NC&'C&'( !)'*$N)N") Încărcări utile Zăpada "#"$L %NC&'C&'( $'($1(L) "#"$L "#"$L %NC&'C&'( ")'$S&

a oare Grosime te caracteristic strat specific ă [m] [k [ kN/m³] [k [kN/m²] 0.055 0.015 21.00 0.315 0.050 0.36 0.018 0.100 21.00 2.100 0.140 25.00 3. 3 .500 0.020 21.00 0.420 -   2,3-4   0.750 1. 1.600 -

 Coeficienți parțiali de siguranță SLU SLS G GS GC G GC! 1.35 1 1 1 1 1.35 1 1 1 1 1.35 1 1 1 1 11..35 1 1 1 1 1.35 1 1 1 1 1.35 1 1 1 1 1.05 0.3 0.7 0.3 0.3 1.50 0.4 1 0.5 0.4 -

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alori de calcul [kN/m²] SLU SLS G GS GC G 0.31 0.23 0.23 0.23 0.08 0.06 0.06 0.06 1.13 0.84 0.84 0.84 0.02 0.02 0.02 0.02 4.73 3.50 3.50 3.50 0.57 0.42 0.42 0.42 1.35 1.00 1.00 1.00 4,56 2,-. 2,-. 2,-. 2.25 0.90 1.05 0.75 7,7+ -,6- 5,-+ -,.+ 5-,33 2,6. .,57 2,47

GC! 0.23 0.06 0.84 0.02 3.50 0.42 1.00 2,-. 0.45 -,3+ 2,+7

alori de calcul [kN/m²] SLU SLS G GS GC G GC! 0.07 0.06 0.06 0.06 0.06

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%ncărcări pereți parter

Denumire strat

Finisaj exterir tencuială !entura Zidărie cara"ida !ermanente #rtar #10 $iste" ter"i%lație &erticală Finisaj interir tencuială "#"$L %NC&'C&'( D(N !)') Ț( !$'")'  !$'")' 

%ncărcări pereți eta:

Denumire strat

Finisaj exterir tencuială !entura Zidărie cara"ida !ermanente #rtar #10 $iste" ter"i%lație &erticală Finisaj interir tencuială "#"$L %NC&'C&'( D(N !)') Ț( )"$9 )"$9

%ncărcări atic

Denumire strat

Grosime strat [m] 0.025 0.350 0.290 0.050 0.025

%nălțime strat [m] 2.7 0.25 2.5 2.7 2.7

Greutate specifică [kN/m³] 21.00 25 25.00 11.00 0.36 21.00

aloare caracteristică [kN/m] 1.418 2.188 7.975 0.917 0.049 1.418

 Coeficienți parțiali de siguran ță SLU SLS G GS GC G GC! 1.35 1 1 1 1 1.35 1 1 1 1 1.35 1 1 1 1 1.35 1 1 1 1 1.35 1 1 1 1 1.35 1 1 1 1

Grosime strat [m] 0.025 0.250 0.240 0.050 0.025

%nălțime strat [m] 2.7 0.25 2.45 2.7 2.7

Greutate specifică [kN/m³] 21.00 25 25.00 11.00 0.36 21.00

aloare caracteristică [kN/m] 1.418 1.563 6.468 0.744 0.049 1.418

 Coeficienți parțiali de siguran ță SLU SLS G GS GC G GC! 1.35 1 1 1 1 1.35 1 1 1 1 1.35 1 1 1 1 1.35 1 1 1 1 1.35 1 1 1 1 1.35 1 1 1 1

Grosime strat [m]

%nălțime strat [m]

Greutate specifică [kN/m³]

aloare caracteristică [kN/m]

 Coeficienți parțiali de siguran ță SLU SLS G GS GC G GC!

 

alori SLU

G 1.91 2.95 10.77 1.24 0.07 1.91 54,4+

 

GS 1.42 2.19 7.98 0.92 0.05 1.42 58,62

alori SLU

G 1.91 2.11 88..73 1.00 0.07 1.91 5+,. 5+,.33

GS 1.42 1.56 6.47 0.74 0.05 1.42 55,22 5,22

 

alori SLU

G

GS

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 de calcul [kN/m] SLS GC G 1.42 1.42 2.19 2.19 7.98 7.98 0.92 0.92 0.05 0.05 1.42 1.42 58,62 58,62

GC! 1.42 2.19 7.98 0.92 0.05 1.42 58,62

 de calcul [kN/m] SLS GC G 1.42 1.42 1.56 1.56 6.47 6.47 0.74 0.74 0.05 0.05 1.42 1.42 55,22 55,22

GC! 1.42 1.56 6.47 0.74 0.05 1.42 55,22

 de calcul [kN/m] SLS GC G

GC!

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)ta: ;cota +,3Dire Directi ctiee

SLU *ont *ontan antt

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