ZATÍŽENÍ | | | | | | | | | | |
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Střecha - markýza | | | | | | | | | | |
STÁLÉ | | | | | | | | | | |
Hydroizolace | 20 | | | mm | 0,02 | * | 12,00 | | | = | 0,24 | kN/m2 |
Stěrka | 20 | | | mm | 0,02 | * | 23,00 | | | = | 0,46 | |
Polystyrenbeton 50-170 | 120 | | | mm | 0,12 | * | 4,00 | | | = | 0,48 | |
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ŽB deska | 150 | | | mm | | 0,15 | * | 25,00 | | | = | 3,75 | |
Stěrka | 10 | | | mm | | 0,01 | * | 23,00 | | | = | 0,23 | |
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Ostatní stálé | | | | | | | | | 0,00 | |
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STÁLÉ CELKEM | | | | | Gk1 | = | 5,16 | kN/m2 |
| | | | | | | | | | | | | | bez vl. váhy | 1,41 | kN/m2 |
PROMĚNNÉ 1 - UŽITNÉ | střecha nepochůzí - kat. H | | | Qk1 | = | 0,75 | kN/m2 |
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KOEFICIENTY | | | | | gama_G | = | 1,35 | |
| | | | | | | | | | | | | | gama_Q1 | = | 1,5 | |
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| | | | | | | | | | | | | | psi_0,1 | = | 0,7 | |
| | | | | | | | | | | | | | psi_Q1 | = | 0,7 | |
| | | | | | | | | | | | | | psi_Q2 | = | 0,6 | |
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| | | | | | | | | | | | | | ksi | = | 0,85 | |
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KOMBINACE ZATÍŽENÍ | STR | | | | | | |
6.10 | gama_G*Gk1+gama_Q1*Qk1 | | | | Ed_0 | = | 8,09 | kN/m2 |
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6.10a | gama_G*Gk1+gama_Q1*psi_0,1*Qk1 | | | | Ed_a | = | 7,75 | kN/m2 |
6.10b | ksi*gama_G*Gk1+gama_Q1*Qk1 | | | | Ed_b | = | 7,05 | kN/m2 |
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NÁVRHOVÁ KOMBINACE | | | | | | | | | | |
1.MS | 6.10a | | | | Ed | = | 7,75 | kN/m2 |
2.MS | Gk1+Qk1 | | | | Ek | = | 5,91 | kN/m2 |
| | | | | | | | | | | | | | k | = | 1,31 | |
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ZATĚŽOVACÍ STAVY | | | | | | | | | | |
ZS1 - STÁLÉ | gama_G*Gk1 | 1,35 | * | Gk1 |
ZS2 - UŽITNÉ | gama_Q1*psi_0,1*Qk1 | 1,05 | * | Qk1 |
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Střecha zelená var. A | | | | | | | | | | |
STÁLÉ | | | | | | | | | | |
Veget. substr. | 100 | | | mm | 0,1 | * | 9,50 | | | = | 0,95 | kN/m2 |
Ornice | 100 | | | mm | 0,1 | * | 18,00 | | | = | 1,80 | |
Filtek 2x, asf. lep. 2x | 8 | | | mm | | 0,008 | * | 13,00 | | | = | 0,10 | |
Dekdren 20 | 3 | | | mm | 0,003 | * | 10,00 | | | = | 0,03 | |
Hydroizolace 4x | 20 | | | mm | | 0,02 | * | 12,00 | | | = | 0,24 | |
Cem. potěr | 40 | | | mm | | 0,04 | * | 23,00 | | | = | 0,92 | |
XPS klíny | 300 | | | mm | | 0,3 | * | 1,00 | | | = | 0,30 | |
ŽB deska | 250 | | | mm | | 0,25 | * | 25,00 | | | = | 6,25 | |
SDK podhled | 15 | | | mm | | 0,015 | * | 12,00 | | | = | 0,18 | |
Ostatní stálé - zeleň | | | | | | | | | 0,20 | |
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STÁLÉ CELKEM | | | | | Gk1 | = | 10,97 | kN/m2 |
| | | | | | | | | | | | | | bez vl. váhy | 4,72 | kN/m2 |
PROMĚNNÉ 1 - UŽITNÉ | střecha nepochůzí - kat. H | | | Qk1 | = | 0,75 | kN/m2 |
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KOEFICIENTY | | | | | gama_G | = | 1,35 | |
| | | | | | | | | | | | | | gama_Q1 | = | 1,5 | |
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| | | | | | | | | | | | | | psi_0,1 | = | 0,7 | |
| | | | | | | | | | | | | | psi_Q1 | = | 0,7 | |
| | | | | | | | | | | | | | psi_Q2 | = | 0,6 | |
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| | | | | | | | | | | | | | ksi | = | 0,85 | |
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KOMBINACE ZATÍŽENÍ | STR | | | | | | |
6.10 | gama_G*Gk1+gama_Q1*Qk1 | | | | Ed_0 | = | 15,94 | kN/m2 |
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6.10a | gama_G*Gk1+gama_Q1*psi_0,1*Qk1 | | | | Ed_a | = | 15,60 | kN/m2 |
6.10b | ksi*gama_G*Gk1+gama_Q1*Qk1 | | | | Ed_b | = | 13,72 | kN/m2 |
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NÁVRHOVÁ KOMBINACE | | | | | | | | | | |
1.MS | 6.10a | | | | Ed | = | 15,60 | kN/m2 |
2.MS | Gk1+Qk1 | | | | Ek | = | 11,72 | kN/m2 |
| | | | | | | | | | | | | | k | = | 1,33 | |
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ZATĚŽOVACÍ STAVY | | | | | | | | | | |
ZS1 - STÁLÉ | gama_G*Gk1 | 1,35 | * | Gk1 |
ZS2 - UŽITNÉ | gama_Q1*psi_0,1*Qk1 | 1,05 | * | Qk1 |
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Střecha zelená var. B | | | | | | | | | | |
STÁLÉ | | | | | | | | | | |
Substrát 950kg/m3 | 100 | | | mm | 0,1 | * | 9,50 | | | = | 0,95 | kN/m2 |
Geotextilie | 3 | | | mm | 0,003 | * | 10,00 | | | = | 0,03 | |
Nopovka | 4 | | | mm | | 0,004 | * | 13,00 | | | = | 0,05 | |
Geotextilie 2x | 6 | | | mm | 0,006 | * | 10,00 | | | = | 0,06 | |
Hydroizolace 2x | 5 | | | mm | | 0,005 | * | 12,00 | | | = | 0,06 | |
XPS | 50 | | | mm | | 0,05 | * | 1,00 | | | = | 0,05 | |
Poriment 500kg/m3 | 300 | | | mm(40-160) | 0,3 | * | 5,00 | | | = | 1,50 | |
ŽB deska | 250 | | | mm | | 0,25 | * | 25,00 | | | = | 6,25 | |
SDK podhled | 15 | | | mm | | 0,015 | * | 12,00 | | | = | 0,18 | |
Ostatní stálé - zeleň | | | | | | | | | 0,20 | |
Zvodnění substrátu | 100 | | | mm | | 0,1 | * | 10,00 | | | = | 1,00 | |
STÁLÉ CELKEM | | | | | Gk1 | = | 10,33 | kN/m2 |
| | | | | | | | | | | | | | bez vl. váhy | 4,08 | kN/m2 |
PROMĚNNÉ 1 - UŽITNÉ | střecha nepochůzí - kat. H | | | Qk1 | = | 0,75 | kN/m2 |
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KOEFICIENTY | | | | | gama_G | = | 1,35 | |
| | | | | | | | | | | | | | gama_Q1 | = | 1,5 | |
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| | | | | | | | | | | | | | psi_0,1 | = | 0,7 | |
| | | | | | | | | | | | | | psi_Q1 | = | 0,7 | |
| | | | | | | | | | | | | | psi_Q2 | = | 0,6 | |
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| | | | | | | | | | | | | | ksi | = | 0,85 | |
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KOMBINACE ZATÍŽENÍ | STR | | | | | | |
6.10 | gama_G*Gk1+gama_Q1*Qk1 | | | | Ed_0 | = | 15,07 | kN/m2 |
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6.10a | gama_G*Gk1+gama_Q1*psi_0,1*Qk1 | | | | Ed_a | = | 14,74 | kN/m2 |
6.10b | ksi*gama_G*Gk1+gama_Q1*Qk1 | | | | Ed_b | = | 12,98 | kN/m2 |
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NÁVRHOVÁ KOMBINACE | | | | | | | | | | |
1.MS | 6.10a | | | | Ed | = | 14,74 | kN/m2 |
2.MS | Gk1+Qk1 | | | | Ek | = | 11,08 | kN/m2 |
| | | | | | | | | | | | | | k | = | 1,33 | |
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ZATĚŽOVACÍ STAVY | | | | | | | | | | |
ZS1 - STÁLÉ | gama_G*Gk1 | 1,35 | * | Gk1 |
ZS2 - UŽITNÉ | gama_Q1*psi_0,1*Qk1 | 1,05 | * | Qk1 |
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