Verif Perete ZNA CR6-2013
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f vk,0 0.20 N/mmp t 250 mm M Ed 85.10 kNm γ M 1.9 l w 5000 mm N Ed 104.40 kN f k 3.65 N/mmp pg 39, CR6 V Ed 26.60 kN fd = 1.92 N/mmp σ d = 0.08 N/mmp s d = 0.04 N/mmp l ad = 0.0 mm VRd,l = 10.64 kN Argila arsa: f b 10.00 N/mmp f bt = 0.35 N/mmp b 1.5 σ 0d = 0.08 N/mmp f vk,i = 0.11 N/mmp f vd,i = 0.06 N/mmp VRd,i = 50.01 kN VRd = 10.64 kN bca: f b 7.50 N/mmp f bt = 0.60 N/mmp b 1.5 σ 0d = 0.08 N/mmp f vk,i = 0.11 N/mmp f vd,i = 0.06 N/mmp VRd,i = 47.27 kN VRd = 47.27 kN > VEd OK SOLICITARI SEISMICE Rezistenta la lunecare în rost orizontal pentru solicitari neseismice Rezistenta de proiectare la cedare pe sectiune inclinata < VEd not OK Rezistenta de proiectare la cedare pe sectiune inclinata
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Verif Perete ZNA CR6-2013
Transcript of Verif Perete ZNA CR6-2013
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fvk,0 0.20 N/mmp t 250 mm MEd 85.10 kNm
γM 1.9 lw 5000 mm NEd 104.40 kN
fk 3.65 N/mmp pg 39, CR6 VEd 26.60 kN
fd = 1.92 N/mmp
σd = 0.08 N/mmp
sd = 0.04 N/mmp
lad = 0.0 mm
VRd,l = 10.64 kN
Argila arsa:
fb 10.00 N/mmp fbt = 0.35 N/mmp
b 1.5
σ0d = 0.08 N/mmp
fvk,i = 0.11 N/mmp
fvd,i = 0.06 N/mmp
VRd,i = 50.01 kN
VRd = 10.64 kN
bca:
fb 7.50 N/mmp fbt = 0.60 N/mmp
b 1.5
σ0d = 0.08 N/mmp
fvk,i = 0.11 N/mmp
fvd,i = 0.06 N/mmp
VRd,i = 47.27 kN
VRd = 47.27 kN > VEd OK
SOLICITARI SEISMICE
Rezistenta la lunecare în rost orizontal pentru solicitari neseismice
Rezistenta de proiectare la cedare pe sectiune inclinata
< VEd not OK
Rezistenta de proiectare la cedare pe sectiune inclinata
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