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Calcul ancore
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Material Rezistente de calcul
C25/30Rc 16.67Rt 1.2
B25Rc 15Rt 1.1
OB37 Ra 210PC52 Ra 300
Longitudinali AX B
Spam Story Pier Load Loc P V2 M3 Zona6--8 E5 L1 GSXNN Bottom -1307.99 -1662.17 -812.289 B 2493.255
E4 L1 GSXNN Bottom -2265.86 -1880.12 -4805.981 B 2820.18E3 L1 GSXNN Bottom -3191.77 -2262.84 -10081 B 3394.26E2 L1 GSXNN Bottom -4121.86 -2578.04 -16367.1 B 3867.06E1 L1 GSXNN Bottom -5036.39 -2845.08 -23175 B 4267.62P L1 GSXNN Bottom -5989.89 -3279.17 -33477.72 A 4918.755S L1 GSXNN Bottom -6212.53 -1030.56 -22400.54 I 1726.458
Spam Story Pier Load Loc P V2 M3 Zona11--13 E6 L2 GSXNP Bottom -1195.69 408.08 -711.195 B 612.12
E5 L2 GSXNP Bottom -2172.09 1294.34 1814.795 B 1941.51E4 L2 GSXNP Bottom -3094.74 1703.22 5258.95 B 2554.83E3 L2 GSXNP Bottom -3996.72 2151.36 10199.79 B 3227.04E2 L2 GSXNP Bottom -4931.91 2518.76 16303.62 B 3778.14E1 L2 GSXNP Bottom -5836.84 2834.65 23068.97 B 4251.975P L2 GSXNP Bottom -6811.41 3361.01 33638.29 A 5041.515S L2 GSXNP Bottom -6942.4 1100.17 22236.43 I 1839.589
Transversali AX B-C
Spam Story Pier Load Loc P V2 M3 Zona2 si 15 E6 T1 GSYNP Bottom -767.12 575.78 1675.639 B 863.67
E5 T1 GSYNP Bottom -1412.68 452.01 2240.813 B 678.015E4 T1 GSYNP Bottom -2058.44 966.31 4207.02 B 1449.465E3 T1 GSYNP Bottom -2693.04 1306.15 7311.818 B 1959.225E2 T1 GSYNP Bottom -3317.45 1435.28 10728.95 B 2152.92E1 T1 GSYNP Bottom -3909.43 1577.96 14446.24 B 2366.94P T1 GSYNP Bottom -4511.26 1543.54 19198.34 A 2315.31S T1 GSYNP Bottom -4253.29 217.76 14698.99 I 326.64
N/mm2
N/mm2
N/mm2
N/mm2
N/mm2
N/mm2
VEd
VEd
VEd
Spam Story Pier Load Loc P V2 M3 Zona5 si 13 E5 T2 GSYNP Bottom -877.12 808.6 791.09 B 1212.9
E4 T2 GSYNP Bottom -1434.27 846.19 3258.035 B 1269.285E3 T2 GSYNP Bottom -1974.16 1061.43 6384.07 B 1592.145E2 T2 GSYNP Bottom -2501.09 1190.73 9930.131 B 1786.095E1 T2 GSYNP Bottom -3008.36 1435.47 14028.15 B 2153.205P T2 GSYNP Bottom -3578.96 1978.38 20732.67 A 2967.57S T2 GSYNP Bottom -3024.42 603.67 10197.12 I 905.505
Armarea verticala in camp
Calcul capacitatiLongitudinal
Nivel Nivel
E6 5330 10913 E6 1797 5330 #REF! 10913E5 10851 29753 E5 3263 10851 #REF! 29753E4 11181 36615 E4 4463 11181 #REF! 36615E3 11502 42915 E3 5422 11502 #REF! 42915E2 11829 52953 E2 6161 11829 #REF! 52953E1 12149 63172 E1 6668 12149 #REF! 63172P 9643 69273 P 6978 9643 #REF! 69273
Transversali
Nivel Nivel
E6 8055 12742 E6 1797 8055 #REF! 12742E5 16412 30063 E5 3263 16412 #REF! 30063E4 16893 37715 E4 4463 16893 #REF! 37715E3 17363 45017 E3 5422 17363 #REF! 45017E2 17824 52014 E2 6161 17824 #REF! 52014E1 18263 58547 E1 6668 18263 #REF! 58547P 13630 72825 P 6978 13630 #REF! 72825
VEd
2 ∅12/200
VRd (kN) MRd
(kN)VEd
(kN)VRd
(kN)MEd
(kN)MRd
(kN)
VRd (kN) MRd
(kN)VEd
(kN)VRd
(kN)MEd
(kN)MRd
(kN)
MIN = 0.5 Aa MAX = AaAc
830.5927 73030 7899.172 9.51 986.3077 73830 15211.6177 15.42 2.584914.277 73030 11503.31 2.34 5835.579 73830 18740.4342 3.21 2.5810308.14 73030 14890.9 1.44 12240.65 73830 18219.3874 1.49 2.5816735.91 73480 20035.05 1.20 19873.47 74730 25120.6769 1.26 2.5823697.22 73480 23165.75 0.98 28139.85 74730 28177.4679 1.00 2.5833477.72 73480 26332.38 0.79 33477.72 74730 31269.0315 0.93 2.5819381.41 73480 27057.45 1.40 23014.93 74730 31976.8697 1.39 2.58
MIN = 0.5 Aa MAX = AaAc
727.2207 73030 7469.99 10.27 1044.545 73830 10912.702 10.45 2.581855.689 73030 11154.96 6.01 2665.423 73830 14541.0465 5.46 2.585377.453 73030 14540.34 2.70 7723.916 73830 17874.2406 2.31 2.5810429.63 73480 19599.54 1.88 14980.62 74730 24695.4242 1.65 2.5816670.99 73480 22812.72 1.37 23945.42 74730 27832.7838 1.16 2.58
23588.8 74020 27970.77 1.19 33881.82 75800 34994.5928 1.03 2.5833638.29 74020 31086.65 0.92 33638.29 75800 38003.9738 1.13 2.5822604.65 74020 31497.61 1.39 27634.58 75800 38400.8466 1.39 2.58
MIN = 0.5 Aa MAX = AaAc
1713.397 56460 4304.035 2.51 2204.178 57030 6370.77201 2.89 22291.306 56460 6365.927 2.78 2947.622 57030 8425.00077 2.86 24301.819 56460 8378.54 1.95 5534.02 57030 10430.0668 1.88 27476.579 56460 10307.74 1.38 9618.149 57030 12351.9659 1.28 210728.95 56460 12158.92 1.13 14113.13 57030 14196.071 1.01 214446.24 56460 13870.87 0.96 14446.24 57030 15901.4159 1.10 219198.34 56710 16477.8 0.86 19198.34 57540 19426.136 1.01 213877.65 56710 15756.81 1.14 16360.74 57540 18709.6786 1.14 2
MIN = 0.5 Aa MAX = Aa
MEd Pcomp.max. MRd MRd/MEd > 1 MEd Pcomp.max. MRd MRd/MEd > 1
MEd Pcomp.max. MRd MRd/MEd > 1 MEd Pcomp.max. MRd MRd/MEd > 1
MEd Pcomp.max. MRd MRd/MEd > 1 MEd Pcomp.max. MRd MRd/MEd > 1
Ac808.916 57810 4503.544 5.57 1040.62 58490 6606.42995 6.35 23331.45 57810 6329.944 1.90 4285.701 58490 8427.27818 1.97 2
6527.926 57810 8064.337 1.24 8397.766 58490 10156.4667 1.21 29930.131 57810 9723.475 0.98 13062.34 58490 11810.6878 0.90 214028.15 57810 11289.33 0.80 14028.15 58490 13371.9629 0.95 220732.67 58130 13944.77 0.67 20732.67 59140 16986.5205 0.82 27544.426 58130 12271.53 1.63 9190.082 59140 15322.6574 1.67 2
MEd Pcomp.max. MRd MRd/MEd > 1 MEd Pcomp.max. MRd MRd/MEd > 1
Ai2.265 13405 2132.26 3217.20 5349.46 6795 2.15 2.732.265 13405 2300.44 3217.20 5517.64 6795 1.96 2.412.265 13405 2463.02 3217.20 5680.22 6795 1.67 2.002.265 13405 2626.32 3217.20 5843.52 6795 1.51 1.762.265 13405 2786.90 3217.20 6004.10 6795 1.41 1.592.265 13405 1577.57 3217.20 4794.77 6795 0.97 1.382.265 13405 1630.80 3217.20 4848.00 6795 2.81 3.94
Ai2.265 13405 2112.54 3217.20 5329.74 6795 8.71 11.102.265 13405 2283.98 3217.20 5501.18 6795 2.83 3.502.265 13405 2445.98 3217.20 5663.18 6795 2.22 2.662.265 13405 2604.35 3217.20 5821.55 6795 1.80 2.112.265 13405 2768.55 3217.20 5985.75 6795 1.58 1.802.265 13405 2927.44 3217.20 6144.64 6795 1.45 1.602.265 13405 1630.80 3217.20 4848.00 6795 0.96 1.352.265 13405 1630.80 3217.20 4848.00 6795 2.64 3.69
Ai2 9142 1833.42 2194.08 4027.50 6000 4.66 6.952 9142 1962.54 2194.08 4156.62 6000 6.13 8.852 9142 2091.69 2194.08 4285.77 6000 2.96 4.142 9142 2218.61 2194.08 4412.69 6000 2.25 3.062 9142 2343.49 2194.08 4537.57 6000 2.11 2.792 9142 2461.89 2194.08 4655.97 6000 1.97 2.532 9142 1353.38 2194.08 3547.46 6000 1.53 2.592 9142 1275.99 2194.08 3470.07 6000 10.62 18.37
2 ∅14/200Aao VRd,c VRd,s VRd VRd,max VRd/VEd > 1 VRd,max/VEd > 1
2 ∅14/200Aao VRd,c VRd,s VRd VRd,max VRd/VEd > 1 VRd,max/VEd > 1
2 ∅12/200Aao VRd,c VRd,s VRd VRd,max VRd/VEd > 1 VRd,max/VEd > 1
2 ∅12/200
Ai2 9142 1855.42 2194.08 4049.50 6000 3.34 4.952 9142 1966.85 2194.08 4160.93 6000 3.28 4.732 9142 2074.83 2194.08 4268.91 6000 2.68 3.772 9142 2180.22 2194.08 4374.30 6000 2.45 3.362 9142 2281.67 2194.08 4475.75 6000 2.08 2.792 9142 1073.69 2194.08 3267.77 6000 1.10 2.022 9142 907.33 2194.08 3101.41 6000 3.43 6.63
Aao VRd,c VRd,s VRd VRd,max VRd/VEd > 1 VRd,max/VEd > 1
Material Rezistente de calcul
BetonRc 13.67Rt 1.1Eb 30000
Armatura Ra 435
la s Asezare Int. con.mm mm mm - mm - KN KN KN12 150 200 z 180 1 34 29 2916 200 200 z 180 1 61 52 52
N/mm2
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N/mm2
dc sef VRd otel con. VRd beton VRd
Ѳ AcKN 0 KN KN KN49 55 52754 45 46 4587 64 72272 61 81 61
NRd otel con. NRd con. bet. NRd adeziv NRd
mm2
Material Tip Solicitare Rezistenta Notatie Valoare U.M.
Beton
B200
Compresiune
de calcul fcd 8.33
caracteristica fck 12.5
medie fcm 14.58
Intindere
de calcul fctd 0.79
caracteristica ftk 1.19
medie fctm 1.39
B250
Compresiune
de calcul fcd 11.07
caracteristica fck 16.6
medie fcm 19.37
Intindere
de calcul fctd 0.95
caracteristica ftk 1.43
medie fctm 1.67
B300
Compresiune
de calcul fcd 13.67
caracteristica fck 20.5
medie fcm 23.92
Intindere
de calcul fctd 1.1
caracteristica ftk 1.65
medie fctm 1.93
Otel
OL 37 Compresiune/Intindere
de calcul fyd 210
caracteristica fyk 242
medie fym 284
PC 52 Compresiune/Intindere
de calcul fyd 300
caracteristica fyk 345
medie fym 405
N/mm2
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