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Tabele calcul proiect constructii din zidarie

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CALCULUL DENSITATILOR PERETILOR ACTIVI Tabel 1.1.Pereti transversali 0.24 1.3 0.312 0.24 1.7375 0.417 0.24 1.5625 0.375 2.028 0.24 0.8125 0.195 0.24 1.7375 0.417 0.24 1.3 0.312 0.24 3.975 0.954 0.24 1.175 0.282 2.424 0.24 0.975 0.234 0.24 3.975 0.954 0.24 4.8 1.152 0.24 1.6 0.384 2.868 0.24 1.25 0.3 0.24 4.3 1.032 0.24 4.45 1.068 2.496 0.24 5.95 1.428 0.24 4.45 1.068 0.24 1 0.24 2.262 19.398 336.975 0.24 3.975 0.954 0.24 4.8 1.152 0.24 1.6 0.384 2.868 0.24 1.25 0.3 0.24 4.3 1.032 0.24 3.975 0.954 0.24 1.175 0.282 2.424 0.24 0.975 0.234 0.24 3.975 0.954 0.24 1.3 0.312 0.24 1.7375 0.417 0.24 1.5625 0.375 2.028 0.24 0.8125 0.195 0.24 1.7375 0.417 0.24 1.3 0.312 Indicati v pereti Indicati v spaleti Grosime perete [m] Lungime spaleti [m] Arie spaleti [m²] Arie pereti [m²] Arie neta zidarie [m²] Arie planseu [m²] T11 T12 T1 T13 T14 T15 T16 T21 T2 T22 T23 T24 T31 T3 T32 T33 T34 T4 T41 T42 T51 T5 T52 T53 T61 T6 T62 T63 T64 T71 T7 T72 T73 T74 T81 T82 T8 T83 T84 T85 T86
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DensitatiCALCULUL DENSITATILOR PERETILOR ACTIVITabel 1.1.Pereti transversali

Indicativ peretiIndicativ spaleti Grosime perete [m]Lungime spaleti [m]Arie spaleti [m]Arie pereti [m]Arie neta zidarie [m]Arie planseu [m]Densitate pereti activiT110.241.30.312T120.241.73750.417T1T130.241.56250.3752.028T140.240.81250.195T150.241.73750.417T160.241.30.312T210.243.9750.954T2T220.241.1750.2822.424T230.240.9750.234T240.243.9750.954T310.244.81.152T3T320.241.60.3842.868T330.241.250.3T340.244.31.032T4T410.244.451.0682.496T420.245.951.428T510.244.451.068T5T520.2410.242.26219.398336.9755.7565101269T530.243.9750.954T610.244.81.152T6T620.241.60.3842.868T630.241.250.3T640.244.31.032T710.243.9750.954T7T720.241.1750.2822.424T730.240.9750.234T740.243.9750.954T810.241.30.312T820.241.73750.417T8T830.241.56250.3752.028T840.240.81250.195T850.241.73750.417T860.241.30.312

Tabael 1.2. Pereti Longitudinali

Indicativ peretiIndicativ spaleti Grosime perete [m]Lungime spaleti [m]Arie spaleti [m]Arie pereti [m]Arie neta zidarie [m]Arie planseu [m]Densitate pereti activiLA10.244.5251.086LALA20.240.9250.2222.616LA30.240.9250.222LA40.244.5251.086LBLB10.241.3250.3181.644LB20.242.10.50424.25LB30.242.10.50414.65LB40.241.3250.318LC10.247.81.87210.45LCLC20.242.050.4924.7281.75LC30.242.050.49218.084336.9755.3665702203LC40.247.81.872LD10.245.41.296LDLD20.2410.452.5085.1LD30.245.41.296LE10.244.6251.11LE20.2420.48LELE30.241.70.4083.996LE40.241.70.408LE50.2420.48LE60.244.6251.11

mom. de inertieTabel 3.5. Determinarea momentului de inertie ale sectiunilor de zidarie si de beton ale spaletilor transversaliElem.Lungy.itI.z(Zi)A.zi * y.iI.z(t.i)I.tiElem.Lungy.itI.b(st.i)A.zi * y.iI.b(t.i)I.b.tit.11Z.11.180.130.240.03290.00480.03760.0376t.11S.10.240.530.240.000276480.01620.01650.0165t12Z.11.490.130.240.06620.00600.07220.0722t12S.10.240.750.240.000276480.03240.03270.0327t13Z.10.570.50.240.00370.03420.0379t13S.10.240.10.240.000276480.00060.0009Z.20.50.290.240.00250.01010.01260.0505S.20.240.660.240.000276480.02510.02540.0262t14Z.10.560.130.240.00350.00230.00580.0058t14S.10.240.290.240.000276480.00480.00510.0051t15Z.10.50.620.240.00250.04610.04860.0955t15S.10.240.250.240.000276480.00360.00390.0039Z.20.990.340.240.01940.02750.0469t16Z.11.180.130.240.03290.00480.03760.0376t16S.10.240.530.240.000276480.01620.01650.0165t21Z.13.4800.240.84290.00000.84290.8429t21S.10.241.870.240.000276480.20140.2017S.20.241.870.240.000276480.20140.20170.4034t22Z.10.930.130.240.01610.00380.01990.0199t22S.10.240.470.240.000276480.01270.01300.0130t23Z.10.730.130.240.00780.00300.01070.0107t23S.10.240.370.240.000276480.00790.00820.0082t24Z.1300.240.54000.00000.54000.5400t24S.10.241.870.240.000276480.20140.20170.4034S.20.241.870.240.000276480.20140.2017t31Z.11.251.530.240.03910.70230.74131.5584t31S.10.242.280.240.000276480.29940.2997Z.22.80.750.240.43900.37800.8170S.20.240.780.240.000276480.03500.0353S.30.242.280.240.000276480.29940.29970.6347t32Z.11.100.240.02660.00000.02660.0266t32S.10.240.680.240.000276480.02660.0269S.20.240.680.240.000276480.02660.02690.0538t33Z.10.50.380.240.00250.01730.0198t33Z.20.50.380.240.00250.01730.01980.0397S.10.2400.240.000276480.00000.00030.0003t34Z.10.351.870.240.00090.29370.2946t34S.10.241.580.240.000276480.14380.1441Z.230.230.240.54000.03810.57810.8727S.20.242.150.240.000276480.26630.26650.4106t41Z.13.9500.241.23260.00001.23261.2326t41S.10.242.10.240.000276480.25400.25430.5086S.20.242.10.240.000276480.25400.2543t42Z.12.21.870.240.21301.84642.05938.4475t42S.10.242.850.240.000276480.46790.4681Z.232.850.240.54005.84826.3882S.20.240.880.240.000276480.04460.0449S.30.242.850.240.000276480.46790.46810.9811t51Z.13.9500.241.23260.00001.23261.2326t51S.10.242.10.240.000276480.25400.2543S.20.242.10.240.000276480.25400.25430.5086t52Z.10.50.130.240.00250.00200.00450.0045t52S.10.240.380.240.000276480.00830.00860.0086t53Z.1300.240.54000.00000.54000.5400t53S.10.241.870.240.000276480.20140.20170.4034S.20.241.870.240.000276480.20140.2017t61Z.11.251.530.240.03910.70230.7413t61S.10.242.280.240.000276480.29940.2997Z.22.80.750.240.43900.37800.8170S.20.240.780.240.000276480.03500.03531.5584S.30.242.280.240.000276480.29940.29970.6347t62t62S.10.240.680.240.000276480.02660.0269Z.11.100.240.02660.00000.02660.0266S.20.240.680.240.000276480.02660.02690.0538t63Z.10.50.380.240.00250.01730.0198t63S.10.2400.240.000276480.00000.00030.0003Z.20.50.380.240.00250.01730.01980.0397t64Z.10.351.870.240.00090.29370.2946t64S.10.241.580.240.000276480.14380.1441Z.230.230.240.54000.03810.57810.8727S.10.242.150.240.000276480.26630.26650.4106t71Z.13.4800.240.84290.00000.8429t71S.10.241.870.240.000276480.20140.20170.8429S.20.241.870.240.000276480.20140.20170.4034t72Z.10.930.130.240.01610.00380.01990.0199t72S.10.240.470.240.000276480.01270.01300.0212t73Z.20.730.130.240.00780.00300.01070.0107t73S.10.240.370.240.000276480.00790.00820.0082t74Z.2300.240.54000.00000.54000.5400t74S.10.241.870.240.000276480.20140.20170.4034S.20.241.870.240.000276480.20140.2017t81Z.11.180.130.240.03290.00480.03760.0376t81S.10.240.530.240.000276480.01620.01650.0165t82Z.11.490.130.240.06620.00600.07220.0722t82S.10.240.750.240.000276480.03240.03270.0327t83Z.10.530.50.240.00300.03180.03480.0474t83S.10.240.10.240.000276480.00060.00090.0262Z.20.50.290.240.00250.01010.0126S.20.240.660.240.000276480.02510.0254t84Z.10.560.130.240.00350.00230.00580.0058t84S.10.240.290.240.000276480.00480.00510.0051t85Z.10.50.620.240.00250.04610.0486t85Z.20.990.380.240.01940.03430.05370.1023S.10.240.250.240.000276480.00360.00390.0039t86Z.11.180.130.240.03290.00480.03760.0376t86S.10.240.530.240.000276480.01620.01650.0165

Tabel 3.6. Determinarea momentului de inertie ale sectiunilor de zidarie si de beton ale spaletilor longitudinaliElem.Lungy.itI.z(Zi)A.zi * y.iI.z(t.i)I.tiElem.Lungy.itI.b(st.i)A.zi * y.iI.b(t.i)I.b.til.A1Z.13.050.340.240.56750.08460.6521l.A1S.10.241.990.240.000276480.22810.2284Z.20.731.650.240.00780.47700.48481.1368S.20.241.320.240.000276480.10040.10060.5574S.30.241.990.240.000276480.22810.2284l.A2Z.10.9300.240.01610.00000.01610.0161l.A2S.10.240.340.240.000276480.00670.00690.0139S.20.240.340.240.000276480.00670.0069LA3Z.10.9300.240.01610.00000.01610.0161LA3S.10.240.340.240.000276480.00670.0069S.20.240.340.240.000276480.00670.00690.0139LA4Z.10.731.650.240.00780.47700.4848LA4S.10.241.990.240.000276480.22810.2284Z.23.050.340.240.56750.08460.65211.1368S.20.241.320.240.000276480.10040.10060.5574S.30.241.990.240.000276480.22810.2284LB1Z.11.080.130.240.02520.00440.0296LB1S.10.240.540.240.000276480.01680.01710.02960.0171LB2Z.11.080.520.240.02520.07010.0953LB2S.10.240.150.240.000276480.00130.0016Z.20.780.670.240.00950.08400.09350.18880.0016LB3Z.10.780.670.240.00950.08400.0935LB3S.10.240.150.240.000276480.00130.0016Z.21.080.520.240.02520.07010.09530.18880.0016LB4Z.11.080.130.240.02520.00440.02960.0296LB4S.10.240.540.240.000276480.01680.01710.0171LC1Z.13.052.130.240.56753.32103.8885LC1S.10.243.780.240.000276480.82300.8233Z.23.351.330.240.75191.42222.17418.0674S.20.240.480.240.000276480.01330.01351.4014Z.30.653.580.240.00551.99942.0049S.30.243.130.240.000276480.56430.5646LC2Z.11.80.130.240.11660.00730.12390.1239LC2S.10.240.90.240.000276480.04670.04690.0469LC3Z.11.80.130.240.11660.00730.12390.1239LC3S.10.240.90.240.000276480.04670.04690.0469LC4Z.10.653.580.240.00551.99942.0049LC4S.10.243.130.240.000276480.56430.5646Z.23.351.330.240.75191.42222.1741S.20.240.480.240.000276480.01330.0135Z.33.052.130.240.56753.32103.88858.0674S.30.243.780.240.000276480.82300.82331.4014LD1Z.13.050.930.240.56750.63311.2006LD1S.10.242.580.240.000276480.38340.3837Z.21.851.650.240.12661.20881.3354S.20.240.730.240.000276480.03070.03102.5360S.30.242.580.240.000276480.38340.38370.7983LD2Z.13.353.30.240.75198.75569.5075LD2S.10.245.10.240.000276481.49821.4985Z.22.7500.240.41590.00000.4159S.20.241.50.240.000276480.12960.1299Z.33.353.30.240.75198.75569.5075S.30.241.50.240.000276480.12960.129919.4309S.40.245.10.240.000276481.49821.49853.2567LD3Z.11.851.650.240.12661.20881.3354LD3S.10.242.580.240.000276480.38340.3837Z.23.050.930.240.56750.63311.2006S.20.240.730.240.000276480.03070.03102.5360S.30.242.580.240.000276480.38340.38370.7983LE1Z.13.050.540.240.56750.21350.7809LE1S.10.242.190.240.000276480.27630.2765Z.20.581.780.240.00390.44100.44491.2258S.20.241.120.240.000276480.07230.07250.3491LE2Z.11.080.470.240.02520.05730.0825LE2S.10.240.20.240.000276480.00230.00260.0026Z.20.670.670.240.00600.07220.07820.1606LE3Z.10.680.520.240.00630.04410.0504LE3S.10.240.050.240.000276480.00010.0004Z.20.780.470.240.00950.04140.05080.00040.1013LE4Z.10.780.470.240.00950.04140.0508LE4Z.20.680.520.240.00630.04410.05040.1013S.10.240.050.240.000276480.00010.00040.0004LE5Z.10.670.670.240.00600.07220.0782LE5Z.21.080.470.240.02520.05730.08250.1606S.10.240.20.240.000276480.00230.00260.0026LE6Z.10.581.780.240.00390.44100.4449LE6S.10.241.120.240.000276480.07230.0725Z.23.050.540.240.56750.21350.78091.2258S.20.242.190.240.000276480.27630.27650.3491

Det pozit CR

Tabel 3.1. Determinarea pozitiei centrului de rigiditate pe directie longitudinalaHElem.E.zc/10tl.w.pR.p(L)/10y.iy.i R.p(L)/10(kN/m)(m)(m)(m)(kN)LA112338.56978291790.244.5250.621056.0611.8312493.152.8LA215266.46768291580.240.9253.0330.5311.83361.132.8LA315266.46768291580.240.9253.0330.5311.83361.132.8LA412338.56978291790.244.5250.621056.0611.8312493.152.8LB113146.96240044450.241.3252.1171.5711.83846.662.8LB25330.4747065230.242.11.3394.8911.831122.602.8LB35330.4747065230.242.11.3394.8911.831122.602.8LB413146.96240044450.241.3252.1171.5711.83846.662.8LC18383.86175779970.247.80.361594.4511.8318862.352.8LC211151.37533498510.242.051.37187.2911.832215.622.8LC311151.37533498510.242.051.37187.2911.832215.622.8LC48383.86175779970.247.80.361594.4511.8318862.352.8LD110381.57610295030.245.40.521179.066.137227.632.8LD28286.43548833640.2410.450.272257.956.1313841.252.8LD310381.57610295030.245.40.521179.063.884574.742.8LE19992.81920597090.244.6250.61887.013.883441.602.8LE25495.42275769990.2421.4086.913.88337.202.8LE35240.3551781870.241.71.6555.133.88213.902.8LE45240.3551781870.241.71.6555.133.88213.902.8LE55495.42275769990.2421.4086.913.88337.202.8LE69992.81920597090.244.6250.61887.011.331179.722.8Suma rigiditatilor relative de nivelR.p(L)12743.732.8Suma produselorY.i * R.p(L)103170.152.8Pozitia centrului de rigiditate pe directie transversalay.CR8.09575890382.82.82.82.82.82.82.82.82.82.82.82.82.82.82.82.82.82.82.82.82.82.82.82.8Tabel 3.2. Determinarea pozitiei centrului de rigiditate pe directie transversala

Elem.E.zc/10tl.w.pR.p(L)/10x.ix.i R.p(L)/10(kN/m)(m)(m)(m)(kN)T1111796.03305100790.241.32.153846153860.980.137.93T1211957.67140006240.241.73751.6115107914133.024.33575.97T1312617.81821324490.241.56251.792106.654.33461.80T1415410.70254724730.240.81253.446153846221.254.3392.02T156002.32066729310.241.73751.611510791466.778.53569.55T1611796.03305100790.241.32.153846153860.988.53520.13T2112222.40858167570.243.9750.7044025157835.428.537126.14T2213794.58212135650.241.1752.382978723454.0312.73687.78T2314584.30308403790.240.9752.871794871833.8712.73431.13T2414493.05487715530.243.9750.7044025157990.6212.7312610.63T3111473.84229774760.244.80.58333333331082.4516.0317351.61T3219769.3114394770.241.61.75177.7816.032849.89T335301.28256496970.241.252.2424.6216.03394.66T3412141.1462185340.244.30.6511627907952.9016.0315275.03T4111532.20383635150.244.450.6292134831959.6620.2319413.82T427423.70977519660.245.950.4705882353974.3420.2319710.84T5111532.20383635150.244.450.6292134831959.6620.2319413.82T5219460.18875286540.2412.848.5524.431185.96T5314493.05487715530.243.9750.7044025157990.6224.4324200.93T6111473.84229774760.244.80.58333333331082.4524.4326444.15T6219769.3114394770.241.61.75177.7828.635089.98T635301.28256496970.241.252.2424.6212.73313.41T6412141.1462185340.244.30.6511627907952.9016.0315275.032.8T7112222.40858167570.243.9750.7044025157835.4216.0313391.80T7216422.02552030080.241.1752.382978723464.3216.031031.04T7314584.30308403790.240.9752.871794871833.8716.03542.89T7414493.05487715530.243.9750.7044025157990.6220.2320040.31T8111796.03305100790.241.32.153846153860.9820.231233.55T8211957.67140006240.241.73751.6115107914133.0220.232690.97T8312935.07718402710.241.56251.792109.3324.432670.99T8415410.70254724730.240.81253.446153846221.2524.43519.16T855947.41261289080.241.73751.611510791466.1624.431616.29T8611796.03305100790.241.32.153846153860.9828.631745.75Suma rigiditatilor relative de nivelR.p(T)9794.38Suma produselorx.i * R.p(T)174413.77Pozitia centrului de rigiditate pe directie longitudinalx.CR17.8075300745

modul. elasticitTabel 3.3. Determinarea modulului de elasticitate longitudinal al spaletilor de pe directia transversala

Indicativ spaletf.kE.zE.bI.zI.bModulul de elasticitate longitudinal al zidariei E.zc (N/mm)(N/mm)(N/mm)m4m4(N/mm)T115.155150270000.0380.01611796.033T125.155150270000.0720.03311957.671T135.155150270000.0500.02612617.818T145.155150270000.0060.00515410.703T155.155150270000.0960.0046002.321T165.155150270000.0380.01611796.033T215.155150270000.8430.40312222.409T225.155150270000.0200.01313794.582T235.155150270000.0110.00814584.303T245.155150270000.5400.40314493.055T315.155150270001.5580.63511473.842T325.155150270000.0270.05419769.311T335.155150270000.0400.0005301.283T345.155150270000.8730.41112141.146T415.155150270001.2330.50911532.204T425.155150270008.4480.9817423.710T515.155150270001.2330.50911532.204T525.155150270000.0050.00919460.189T535.155150270000.5400.40314493.055T615.155150270001.5580.63511473.842T625.155150270000.0270.05419769.311T635.155150270000.0400.0005301.283T645.155150270000.8730.41112141.146T715.155150270000.8430.40312222.409T725.155150270000.0200.02116422.026T735.155150270000.0110.00814584.303T745.155150270000.5400.40314493.055T815.155150270000.0380.01611796.033T825.155150270000.0720.03311957.671T835.155150270000.0470.02612935.077T845.155150270000.0060.00515410.703T855.155150270000.1020.0045947.413T865.155150270000.0380.01611796.033Tabel 3.4. Determinarea modulului de elasticitate longitudinal al spaletilor de pe directia longitudinala

Indicativ spaletf.kE.zE.bI.zI.bModulul de elasticitate longitudinal al zidariei E.zc (N/mm)(N/mm)(N/mm)m4m4(N/mm)LA15.155150270001.136834040.557395212338.570LA25.155150270000.016087140.0138700815266.468LA35.155150270000.016087140.0138700815266.468LA45.155150270001.136834040.557395212338.570LB15.155150270000.029574720.0170726413146.962LB25.155150270000.188807040.001572485330.475LB35.155150270000.188807040.001572485330.475LB45.155150270000.029574720.0170726413146.962LC15.155150270008.06741731.401413768383.862LC25.155150270000.12394080.0469324811151.375LC35.155150270000.12394080.0469324811151.375LC45.155150270008.06741731.401413768383.862LD15.155150270002.53598180.7983417610381.576LD25.1551502700019.43087253.256657928286.435LD35.155150270002.53598180.7983417610381.576LE15.155150270001.225847220.349061769992.819LE25.155150270000.16064990.002580485495.423LE35.155150270000.101261440.000420485240.355LE45.155150270000.101261440.000420485240.355LE55.155150270000.16064990.002580485495.423LE65.155150270001.225847220.349061769992.819

fort dist pe spaleti

Tabel 3.7. Determinarea fortelor de nivel ce actioneaza pe fiecare spalet pe directie transversala

Rigiditate laterala [kN/m]Total Primul planseu Planseul al doilea Planseul al treileaF.1 [kN]F.1.ik [kN]F.2 [kN]F.2.ik [kN]F.3 [kN]F.3.ik [kN]60.989794.38352.172.19704.3394.38659.6244.11133.029794.38352.174.78704.3399.57659.6248.96106.659794.38352.173.83704.3397.67659.6247.1821.259794.38352.170.76704.3391.53659.6241.4366.779794.38352.172.40704.3394.80659.6244.5060.989794.38352.172.19704.3394.38659.6244.11835.429794.38352.1730.04704.33960.08659.62456.2654.039794.38352.171.94704.3393.89659.6243.6433.879794.38352.171.22704.3392.44659.6242.28990.629794.38352.1735.62704.33971.24659.62466.721082.459794.38352.1738.92704.33977.84659.62472.90177.789794.38352.176.39704.33912.78659.62411.9724.629794.38352.170.89704.3391.77659.6241.66952.909794.38352.1734.26704.33968.53659.62464.18959.669794.38352.1734.51704.33969.01659.62464.63974.349794.38352.1735.03704.33970.07659.62465.62959.669794.38352.1734.51704.33969.01659.62464.6348.559794.38352.171.75704.3393.49659.6243.27990.629794.38352.1735.62704.33971.24659.62466.721082.459794.38352.1738.92704.33977.84659.62472.90177.789794.38352.176.39704.33912.78659.62411.9724.629794.38352.170.89704.3391.77659.6241.66952.909794.38352.1734.26704.33968.53659.62464.18835.429794.38352.1730.04704.33960.08659.62456.2664.329794.38352.172.31704.3394.63659.6244.3333.879794.38352.171.22704.3392.44659.6242.28990.629794.38352.1735.62704.33971.24659.62466.7260.989794.38352.172.19704.3394.38659.6244.11133.029794.38352.174.78704.3399.57659.6248.96109.339794.38352.173.93704.3397.86659.6247.3621.259794.38352.170.76704.3391.53659.6241.4366.169794.38352.172.38704.3394.76659.6244.4660.989794.38352.172.19704.3394.38659.6244.11

Tabel 3.8. Determinarea fortelor de nivel ce actioneaza pe fiecare spalet pe directie longitudinalaRigiditate laterala [kN/m]Total Primul planseu Planseul al doilea Planseul al treileaF.1 [kN]F.1.ik [kN]F.2 [kN]F.2.ik [kN]F.3 [kN]F.3.ik [kN]1056.0612743.73352.1729.18704.33958.37659.62454.6630.5312743.73352.170.84704.3391.69659.6241.5830.5312743.73352.170.84704.3391.69659.6241.581056.0612743.73352.1729.18704.33958.37659.62454.6671.5712743.73352.171.98704.3393.96659.6243.7094.8912743.73352.172.62704.3395.24659.6244.9194.8912743.73352.172.62704.3395.24659.6244.9171.5712743.73352.171.98704.3393.96659.6243.701594.4512743.73352.1744.06704.33988.12659.62482.53187.2912743.73352.175.18704.33910.35659.6249.69187.2912743.73352.175.18704.33910.35659.6249.691594.4512743.73352.1744.06704.33988.12659.62482.531179.0612743.73352.1732.58704.33965.17659.62461.032257.9512743.73352.1762.40704.339124.80659.624116.871179.0612743.73352.1732.58704.33965.17659.62461.03887.0112743.73352.1724.51704.33949.02659.62445.9186.9112743.73352.172.40704.3394.80659.6244.5055.1312743.73352.171.52704.3393.05659.6242.8555.1312743.73352.171.52704.3393.05659.6242.8586.9112743.73352.172.40704.3394.80659.6244.50887.0112743.73352.1724.51704.33949.02659.62445.91

calc ef N1. Calculul eforturilor sectionale provenite din incarcari gravitationale

Tabel 4.1. Determinarea eforturilor sectionale axiale in spaletii pe directie transversala, NEdIndicativ spaletLungime spalete [m]Sup. Aferenta [m]N.Ed.3-2 [KN]N.Ed.2-3 [KN]N.Ed.2-1 [KN]N.Ed.1-2 [KN]N.Ed.1-0 [KN]N.Ed.0-1 [KN]

012345678g.acg.pl.supg.zapu.pl.suph.etg.p.actg.plu.plinc.pl./S.afT111.32.0412.93430.77340.42258.26267.91185.7511.33.722.550.752.84.9014.131.50T121.73754.5128.59352.43783.609107.452138.625162.4681.33.722.550.752.84.9014.131.59.84T131.56256.4841.08362.52593.175114.617145.268166.7101.33.722.550.752.84.9014.131.50T140.81250.452.85314.00316.13127.28129.41040.5591.33.722.550.752.84.9014.131.50T151.73754.5128.59352.43783.609107.452138.625162.4681.33.722.550.752.84.9014.131.59.84T161.32.0512.99730.83740.53358.37368.06985.9091.33.722.550.752.84.9014.131.50T213.97512.2577.665134.205192.148248.688306.631363.1711.33.722.550.752.85.084.131.50T221.1752.113.31430.02739.96056.67366.60683.3201.33.722.550.752.85.084.131.50T230.9751.8311.60225.47134.12747.99556.65170.5191.33.722.550.752.85.084.131.50T243.97512.4879.123135.664204.534261.074329.945386.4851.33.722.550.752.85.084.131.59.84T314.811.6874.051142.326207.413275.688340.774409.0501.33.722.550.752.85.084.131.59.84T321.63.3521.23943.99759.84382.60198.447121.2051.33.722.550.752.85.084.131.50T331.252.3214.70932.48943.46261.24272.21689.9961.33.722.550.752.85.084.131.50T344.313.3484.576145.739218.677279.840352.778413.9421.33.722.550.752.85.084.131.59.84T414.4511.1370.564133.861196.346259.643322.128385.4241.33.722.550.752.85.084.131.59.84T425.9513.786.858171.491246.132330.765405.406490.0381.33.722.550.752.85.084.131.59.84T514.4513.3484.576147.872220.811284.107357.046420.3421.33.722.550.752.85.084.131.59.84T5211.8611.79226.01634.81449.03857.83672.0601.33.722.550.752.85.084.131.50T533.97511.8875.319131.860188.052244.592300.785357.3251.33.722.550.752.85.084.131.50T614.811.6874.051142.326207.413275.688340.774409.0501.33.722.550.752.85.084.131.59.84T621.63.3521.23943.99759.84382.60198.447121.2051.33.722.550.752.85.084.131.50T631.252.3214.70932.48943.46261.24272.21689.9961.33.722.550.752.85.084.131.50T644.313.3484.576145.739218.677279.840352.778413.9421.33.722.550.752.85.084.131.59.84T713.97512.2577.665134.205192.148248.688306.631363.1711.33.722.550.752.85.084.131.50T721.1752.113.31430.02739.96056.67366.60683.3201.33.722.550.752.85.084.131.50T730.9751.8311.60225.47134.12747.99556.65170.5191.33.722.550.752.85.084.131.50T743.97512.4879.123135.664204.534261.074329.945386.4851.33.722.550.752.85.084.131.59.84T811.32.0412.93430.77340.42258.26267.91185.7511.33.722.550.752.84.9014.131.50T821.73754.5128.59352.43783.609107.452138.625162.4681.33.722.550.752.84.9014.131.59.84T831.56256.4841.08362.52593.175114.617145.268166.7101.33.722.550.752.84.9014.131.50T840.81250.452.85314.00316.13127.28129.41040.5591.33.722.550.752.84.9014.131.50T851.73754.5128.59352.43783.609107.452138.625162.4681.33.722.550.752.84.9014.131.59.84T861.32.0512.99730.83740.53358.37368.06985.9091.33.722.550.752.84.9014.131.50

Tabel 4.2. Determinarea eforturilor sectionale axiale in spaletii pe directie longitudinala, NEdIndicativ spaletLungime spalete [m]Sup. Aferenta [m]N.Ed.3-2 [KN]N.Ed.2-3 [KN]N.Ed.2-1 [KN]N.Ed.1-2 [KN]N.Ed.1-0 [KN]N.Ed.0-1 [KN]

012345678g.acg.pl.supg.zapu.pl.suph.etg.p.actg.plu.plinc.pl./S.afLA14.5257.0244.507106.602139.807201.903235.107297.2031.33.722.550.752.84.9014.131.50LA20.9254.0925.93138.62457.97070.66390.009102.7031.33.722.550.752.84.9014.131.50LA30.9254.0925.93138.62457.97070.66390.009102.7031.33.722.550.752.84.9014.131.50LA44.5257.0244.507106.602139.807201.903235.107297.2031.33.722.550.752.84.9014.131.50LB11.3251.6210.27128.45436.11654.29961.96180.1441.33.722.550.752.84.9014.131.50LB22.12.7517.43546.25359.26088.078101.086129.9041.33.722.550.752.84.9014.131.50LB32.12.7517.43546.25359.26088.078101.086129.9041.33.722.550.752.84.9014.131.50LB41.3251.6210.27128.45436.11654.29961.96180.1441.33.722.550.752.84.9014.131.50LC17.815.95101.123212.070297.354408.301493.584604.5321.33.722.550.752.85.084.131.59.84LC22.057.1445.26874.427108.199137.358171.130200.2901.33.722.550.752.85.084.131.50LC32.057.1445.26874.427108.199137.358171.130200.2901.33.722.550.752.85.084.131.50LC47.815.95101.123212.070297.354408.301493.584604.5321.33.722.550.752.85.084.131.59.84LD15.415.95101.123177.933263.216340.026425.309502.1191.33.722.550.752.85.084.131.59.84LD210.4522.23140.938289.579404.567553.208668.196816.8361.33.722.550.752.85.084.131.59.84LD35.415.95101.123177.933263.216340.026425.309502.1191.33.722.550.752.85.084.131.59.84LE14.6254.5628.91092.378113.947177.415198.984262.4521.33.722.550.752.84.9014.131.50LE225.5935.44162.88689.327116.773143.213170.6591.33.722.550.752.84.9014.131.50LE31.75.132.33455.66379.786103.115127.238150.5661.33.722.550.752.84.9014.131.50LE41.75.132.33455.66379.786103.115127.238150.5661.33.722.550.752.84.9014.131.50LE525.5935.44162.88689.327116.773143.213170.6591.33.722.550.752.84.9014.131.50LE64.6254.5628.91092.378113.947177.415198.984262.4521.33.722.550.752.84.9014.131.50

calc ef M2. Calculul eforturilor sectionale provenite din incarcari orizontaleTabel 4.3. Determinarea momentelor incovoietoare sectionale in spaleti pe directie transversalaIndicativ spaletF.1.ik [kN]F.2.ik [kN]F.3.ik [kN]M.Ed.0 [KN*m]M.Ed.1 [KN*m]M.Ed.2 [KN*m]M.Ed.3 [KN*m]

01234567T112.194.384.1165.19035.27511.4980.000T124.789.578.96142.21176.95125.0840.000T133.837.677.18114.02161.69720.1110.000T140.761.531.4322.71912.2944.0070.000T152.404.804.5071.38538.62712.5910.000T162.194.384.1165.19035.27511.4980.000T2130.0460.0856.26893.152483.290157.5370.000T221.943.893.6457.76231.25610.1880.000T231.222.442.2836.20719.5926.3860.000T2435.6271.2466.721059.079573.075186.8040.000T3138.9277.8472.901157.247626.194204.1190.000T326.3912.7811.97190.071102.84833.5250.000T330.891.771.6626.32114.2434.6430.000T3434.2668.5364.181018.752551.253179.6910.000T4134.5169.0164.631025.971555.160180.9640.000T4235.0370.0765.621041.668563.653183.7330.000T5134.5169.0164.631025.971555.160180.9640.000T521.753.493.2751.90028.0839.1540.000T5335.6271.2466.721059.079573.075186.8040.000T6138.9277.8472.901157.247626.194204.1190.000T626.3912.7811.97190.071102.84833.5250.000T630.891.771.6626.32114.2434.6430.000T6434.2668.5364.181018.752551.253179.6910.000T7130.0460.0856.26893.152483.290157.5370.000T722.314.634.3368.76437.20912.1290.000T731.222.442.2836.20719.5926.3860.000T7435.6271.2466.721059.079573.075186.8040.000T812.194.384.1165.19035.27511.4980.000T824.789.578.96142.21176.95125.0840.000T833.937.867.36116.88863.24920.6170.000T840.761.531.4322.71912.2944.0070.000T852.384.764.4670.73238.27312.4760.000T862.194.384.1165.19035.27511.4980.000Tabel 4.4. Determinarea momentelor incovoietoare sectionale in spaleti pe directie longitudinalaIndicativ spaletF.1.ik [kN]F.2.ik [kN]F.3.ik [kN]M.Ed.0 [KN*m]M.Ed.1 [KN*m]M.Ed.2 [KN*m]M.Ed.3 [KN*m]

01234567LA129.1858.3754.66867.737469.538153.0540.000LA20.841.691.5825.08313.5724.4240.000LA30.841.691.5825.08313.5724.4240.000LA429.1858.3754.66867.737469.538153.0540.000LB11.983.963.7058.80731.82110.3730.000LB22.625.244.9177.97242.19113.7530.000LB32.625.244.9177.97242.19113.7530.000LB41.983.963.7058.80731.82110.3730.000LC12.625.244.9177.97242.19113.7530.000LC21.983.963.7058.80731.82110.3730.000LC344.0688.1282.531310.122708.915231.0840.000LC45.1810.359.69153.89183.27127.1440.000LD15.1810.359.69153.89183.27127.1440.000LD244.0688.1282.531310.122708.915231.0840.000LD332.5865.1761.03968.804524.226170.8810.000LE162.40124.80116.871855.3051003.918327.2450.000LE232.5865.1761.03968.804524.226170.8810.000LE324.5149.0245.91728.834394.377128.5540.000LE42.404.804.5071.40938.64012.5950.000LE52.404.804.5071.40938.64012.5950.000LE61.523.052.8545.29824.5117.9900.000

calc ef VTabel 4.5. Determinarea fortelor taietoare sectionale in spaleti pe directie transversalaIndicativ spaletF.1.ik [kN]F.2.ik [kN]F.3.ik [kN]V.Ed.0-1 [kN]V.Ed.1-2 [kN]M.Ed.2-3 [kN]

0123456T112.1924.3854.10710.6848.4924.107T124.7839.5668.95823.30718.5248.958T133.8357.6707.18318.68714.8527.183T140.7641.5281.4313.7232.9591.431T152.4014.8024.49711.6999.2984.497T162.1924.3854.10710.6848.4924.107T2130.03960.07756.263146.379116.34056.263T221.9433.8853.6399.4677.5243.639T231.2182.4352.2815.9344.7162.281T2435.61971.23866.716173.573137.95466.716T3138.92177.84172.900189.662150.74172.900T326.39212.78511.97331.15124.75811.973T330.8851.7701.6584.3143.4291.658T3434.26368.52664.175166.964132.70164.175T4134.50669.01164.630168.147133.64164.630T4235.03470.06765.619170.719135.68665.619T5134.50669.01164.630168.147133.64164.630T521.7463.4913.2698.5066.7603.269T5335.61971.23866.716173.573137.95466.716T6138.92177.84172.900189.662150.74172.900T626.39212.78511.97331.15124.75811.973T630.8851.7701.6584.3143.4291.658T6434.26368.52664.175166.964132.70164.175T7130.03960.07756.263146.379116.34056.263T722.3134.6254.33211.2708.9574.332T731.2182.4352.2815.9344.7162.281T7435.61971.23866.716173.573137.95466.716T812.1924.3854.10710.6848.4924.107T824.7839.5668.95823.30718.5248.958T833.9317.8627.36319.15715.2267.363T840.7641.5281.4313.7232.9591.431T852.3794.7584.45611.5929.2134.456T862.1924.3854.10710.6848.4924.107Tabel 4.6. Determinarea fortelor taietoare sectionale in spaleti pe directie longitudinalaIndicativ spaletF.1.ik [kN]F.2.ik [kN]F.3.ik [kN]V.Ed.0-1 [kN]V.Ed.1-2 [kN]M.Ed.2-3 [kN]

0123456LA129.18458.36854.662142.214113.03054.662LA20.8441.6871.5804.1113.2671.580LA30.8441.6871.5804.1113.2671.580LA429.18458.36854.662142.214113.03054.662LB11.9783.9563.7049.6387.6603.704LB22.6225.2454.91212.77910.1574.912LB32.6225.2454.91212.77910.1574.912LB41.9783.9563.7049.6387.6603.704LC12.6225.2454.91212.77910.1574.912LC21.9783.9563.7049.6387.6603.704LC344.06288.12482.530214.716170.65482.530LC45.17610.3519.69425.22120.0469.694LD15.17610.3519.69425.22120.0469.694LD244.06288.12482.530214.716170.65482.530LD332.58365.16661.029158.778126.19561.029LE162.398124.796116.873304.067241.669116.873LE232.58365.16661.029158.778126.19561.029LE324.51249.02545.912119.44994.93745.912LE42.4024.8034.49811.7039.3024.498LE52.4024.8034.49811.7039.3024.498LE61.5233.0472.8537.4245.9002.853

N.rd1. CALCULUL REZISTENTEI DE PROIECTARE LA EFFORT AXIAL

Tabel 5.1. Determinarea rezistentelor de proiectare la efort axial ale spaletilor pe directie transversala, NRd

Ind. spaletGrosimea peretelui [m]Lungimea spaletelui [m]A.sp [m]A.b [m]nA.i [m]f.d [N/mm]N.Rd.0-1 [kN]N.Rd.1-0 [kN]0123=1*2456=3+4*(5-1)789T110.241.30.3120.17283.2890.7082.3411325.14993.86T120.241.73750.4170.11523.2890.6812.3411274.84956.13T130.241.56250.3750.05763.2890.5072.341949.24711.93T140.240.81250.1950.05763.2890.3272.341612.14459.10T150.241.73750.4170.05763.2890.5492.3411027.90770.93T160.241.30.3120.05763.2890.4442.341831.26623.44T210.243.9750.9540.05763.2891.0862.3412033.591525.20T220.241.1750.2820.11523.2890.5462.3411022.02766.51T230.240.9750.2340.05763.2890.3662.341685.18513.88T240.243.9750.9540.05763.2891.0862.3412033.591525.20T310.244.81.1520.05763.2891.2842.3412404.411803.31T320.241.60.3840.05763.2890.5162.341966.10724.57T330.241.250.30.05763.2890.4322.341808.78606.59T340.244.31.0320.05763.2891.1642.3412179.671634.75T410.244.451.0680.11523.2891.3322.3412494.041870.53T420.245.951.4280.05763.2891.5602.3412921.302190.98T510.244.451.0680.05763.2891.2002.3412247.091685.32T520.2410.240.17283.2890.6362.3411190.30892.73T530.243.9750.9540.05763.2891.0862.3412033.591525.20T610.244.81.1520.05763.2891.2843.3413431.492573.62T620.241.60.3840.05763.2890.5164.3411791.471343.60T630.241.250.30.05763.2890.4322.341808.78606.59T640.244.31.0320.05763.2891.1642.3412179.671634.75T710.243.9750.9540.05763.2891.0862.3412033.591525.20T720.241.1750.2820.05763.2890.4142.341775.07581.30T730.240.9750.2340.05763.2890.3662.341685.18513.88T740.243.9750.9540.11523.2891.2182.3412280.541710.40T810.241.30.3120.05763.2890.4442.341831.26623.44T820.241.73750.4170.05763.2890.5492.3411027.90770.93T830.241.56250.3750.17283.2890.7712.3411443.131082.35T840.240.81250.1950.05763.2890.3272.341612.14459.10T850.241.73750.4170.05763.2890.5493.3411466.991100.24T860.241.30.3120.05763.2890.4444.3411541.431156.07Tabel 5.2. Determinarea rezistentelor de proiectare la efort axial ale spaletilor pe directie longitudinala, NRd

Ind. spaletGrosimea peretelui [m]Lungimea spaletelui [m]A.sp [m]A.b [m]nA.i [m]f.d [N/mm]N.Rd.0-1 [kN]N.Rd.1-0 [kN]0123=1*2456=3+4*(5-1)789LA10.244.5251.0860.05763.2891.2182.3412280.801710.60LA20.240.9250.2220.05763.2890.3542.341662.70497.03LA30.240.9250.2220.05763.2890.3542.341662.70497.03LA40.244.5251.08603.2891.0862.3412033.861525.40LB10.241.3250.3180.05763.2890.4502.341842.49631.87LB20.242.10.5040.05763.2890.6362.3411190.83893.13LB30.242.10.5040.05763.2890.6362.3411190.83893.13LB40.241.3250.3180.05763.2890.4502.341842.49631.87LC10.247.81.87203.2891.8722.3413505.882629.41LC20.242.050.4920.05763.2890.6242.3411168.36876.27LC30.242.050.4920.05763.2890.6242.3411168.36876.27LC40.247.81.8720.05763.2892.0042.3413752.822814.62LD10.245.41.2960.23043.2891.8232.3413414.922561.19LD20.2410.452.5080.23043.2893.0352.3415684.754263.56LD30.245.41.2960.05763.2891.4282.3412674.092005.57LE10.244.6251.1103.2891.1102.3412078.811559.11LE20.2420.480.11523.2890.7442.3411392.831044.62LE30.241.70.4080.05763.2890.5402.3411011.05758.28LE40.241.70.4080.05763.2890.5402.3411011.05758.28LE50.2420.480.05763.2890.6122.3411145.89859.42LE60.244.6251.110.05763.2891.2422.3412325.751744.31

M.rd2. CALCULUL REZISTENTEI DE PROIECTARE LA INCOVOIERETabel 5.3. Determinarea rezistentelor de proiectare la incovoiere ale spaletilor pe directie transversala, MRd

Ind. spaletA.zci 0-1 [m]A.zci 1-0 [m]y.zci 0-1 [m]y.zci 1-0 [m]l.s [m]M.Rd.0-1 (zna,i) [kNm]M.Rd.1-0 (zna,i) [kNm]M.Rd.A.s [kNm]M.Rd.0-1 [kNm]M.Rd.1-0 [kNm]A.s{mm}f.yd0123456789=6+810=7+8T110.0460.0360.5580.5770739.99573.930739.99573.930.000803300000T120.0870.0740.6950.7210886.33689.090886.33689.090.000803300000T130.0890.0780.6030.6260572.60445.750572.60445.750.000803300000T140.0220.0160.3630.3750222.17172.090222.17172.090.000803300000T150.0870.0740.6950.7210714.64555.610714.64555.610.000803300000T160.0460.0360.5580.5770464.05359.920464.05359.920.000803300000T210.1940.1641.6001.6603.83253.062531.89915.424168.483447.310.000803300000T220.0440.0360.4990.5160509.50395.800509.50395.800.000803300000T230.0380.0300.4120.4270282.42219.430282.42219.430.000803300000T240.2060.1761.5751.6353.83202.432493.92915.424117.853409.340.000803300000T310.2180.1821.9632.0364.64720.263671.681108.145828.404779.820.000803300000T320.0650.0530.6710.6951.4647.83503.48337.26985.09840.740.000803300000T330.0480.0390.5290.5480427.76332.340427.76332.340.000803300000T340.2210.1881.7081.7733.83722.762898.85915.424638.183814.270.000803300000T410.2060.1721.8131.8814.24522.683518.451011.785534.464530.230.000803300000T420.2620.2162.4522.5425.77162.095569.591373.138535.226942.720.000803300000T510.2240.1911.7761.8444.23991.083107.231011.785002.864119.010.000803300000T520.0380.0310.4230.4380503.55391.220503.55391.220.000803300000T530.1910.1611.6061.6663.83265.762541.41915.424181.183456.830.000803300000T610.2180.1821.9632.0364.66736.605240.101108.147844.746348.240.000803300000T620.0650.0530.6710.6951.41201.29933.62337.261538.551270.880.000803300000T630.0480.0390.5290.5480427.76332.340427.76332.340.000803300000T640.2210.1881.7081.7733.83722.762898.85915.424638.183814.270.000803300000T710.1940.1641.6001.6603.83253.062531.89915.424168.483447.310.000803300000T720.0440.0360.4990.5160386.39300.170386.39300.170.000803300000T730.0380.0300.4120.4270282.42219.430282.42219.430.000803300000T740.2060.1761.5751.6353.83591.312796.76915.424506.733712.180.000803300000T810.0460.0360.5580.5770464.19360.020464.19360.020.000803300000T820.0870.0740.6950.7210714.64555.610714.64555.610.000803300000T830.0890.0780.6030.6260870.52677.670870.52677.670.000803300000T840.0220.0160.3630.3750222.17172.090222.17172.090.000803300000T850.0870.0740.6950.72101019.92792.9501019.92792.950.000803300000T860.0460.0360.5580.5770860.51667.410860.51667.410.000803300000Tabel 5.4. Determinarea rezistentelor de proiectare la incovoiere ale spaletilor pe directie longitudinala, MRd

Ind. spaletA.zci 0-1 [m]A.zci 1-0 [m]y.zci 0-1 [m]y.zci 1-0 [m]l.s [m]M.Rd.0-1 (zna,i) [kNm]M.Rd.1-0 (zna,i) [kNm]M.Rd.A.s [kNm]M.Rd.0-1 [kNm]M.Rd.1-0 [kNm]0123456789=6+810=7+8LA10.1590.1261.9452.01144436.423440.75963.65400.024404.350.000803300000LA20.0550.0480.3530.3660.9233.82182.10216.81450.63398.910.000803300000LA30.0550.0480.3530.3660.9233.82182.10216.81450.63398.910.000803300000LA40.1590.1261.9452.01143956.093068.22963.64919.694031.820.000803300000LB10.0430.0330.5770.5960486.04376.800486.04376.800.000803300000LB20.0690.0540.9110.94201085.18841.3701085.18841.370.000803300000LB30.0690.0540.9110.94201085.18841.3701085.18841.370.000803300000LB40.0430.0330.5770.5960486.04376.800486.04376.800.000803300000LC10.3230.2643.2543.3737.5511409.578868.721818.79513228.3710687.510.000803300000LC20.1070.0910.8110.8420947.66738.040947.66738.040.000803300000LC30.1070.0910.8110.8420947.66738.040947.66738.040.000803300000LC40.3230.2643.2543.3737.612213.229493.401830.8414044.0611324.240.000803300000LD10.2680.2272.1642.2465.27389.135751.931252.688641.817004.610.000803300000LD20.4360.3574.3534.51110.224743.9419234.742457.1827201.1221691.920.000803300000LD30.2680.2272.1642.2465.25786.144504.111252.687038.825756.790.000803300000LE10.1400.1062.0322.10004224.603274.1204224.603274.120.000803300000LE20.0910.0760.8180.84701138.99884.8601138.99884.860.000803300000LE30.0800.0680.6890.7140696.82541.510696.82541.510.000803300000LE40.0800.0680.6890.7140696.82541.510696.82541.510.000803300000LE50.0910.0760.8180.8470937.05727.980937.05727.980.000803300000LE60.1400.1062.0322.10004726.443663.0604726.443663.060.000803300000

V.rd-verificare3. CALCULUL REZISTENTEI DE PROIECTARE LA FORFECARE

Tabel 5.5. Determinarea lungimii de aderenta pentru spaletii de pe directie transversala in sectiunea 0-1Tabel 5.6. Determinarea rezistentei de proiectare la cedare pe sectiune inclinata pentru spaleti de pe directie transversala in sectiunea, VRdTabel 5.7. Determinarea rezistentei la forfecare pentru spaletii de pe directie transversala in sectiunea 0-1Tabel 6.1. Verificarea capacitatii de rezistenta ale spaletilor pe directie transversala, in sectiunea 0-1

Indicativ spaletN.Ed [KN]V.Ed [KN]H.tot [m]l.w [m]V.Ed (lim) [KN]N*.Ed [KN]f.d [N/mm]S.d [N/mm]l.ad [m]b.b=Indicativ spaletA.w [m]N*.Ed [KN]*,0d [N/mm]f.bt [N/mm]f.vk,i [N/mm]f.vd,i [N/mm]V.rdi [KN]Indicativ spaletV.R1 [KN]V.Rdi [KN]V.Rd2 [KN]V.Rsc [KN]V.Rd [KN]Indicativ spaletN.Ed0-1 [KN]N.Rd0-1 [KN]M.Ed0-1 [KNm]M.Rd0-1 [KNm]V.Ed 0-1 [KN]V.Rd0-1 [KN]012345678901234567l.s0123450123456T1185.7510.688.41.342.432140.9792.3410.117-0.946.461.5T110.312140.9790.4520.5250.2660.12125.1480T1125.14856.3920025.148T1185.7511325.14265.190739.99210.68425.148T12162.4723.318.41.737556.712252.6112.3410.166-1.064.831.5T120.417252.6110.6060.5250.3010.13737.9730T1237.973101.0440037.973T12162.4681274.843142.211886.33123.30737.973T13166.7118.698.41.562551247.0782.3410.190-0.875.381.5T130.375247.0780.6590.5250.3120.14235.4010T1335.40198.8310035.401T13166.710949.243114.021572.60018.68735.401T1440.563.728.40.812526.5271.3552.3410.089-0.6410.341.5T140.19571.3550.3660.5250.2450.11114.4540T1414.45428.5420014.454T1440.559612.13922.719222.1673.72314.454T15162.4711.708.41.737556.712207.7172.3410.166-1.064.831.5T150.417207.7170.4980.5250.2770.12634.9790T1534.97983.0870034.979T15162.4681027.90071.385714.64511.69934.979T1685.9110.688.41.342.432141.1372.3410.118-0.946.461.5T160.312141.1370.4520.5250.2660.12125.1590T1625.15956.4550025.159T1685.909831.25665.190464.05410.68425.159T21363.17146.388.43.975129.744610.6352.3410.163-2.462.111.5T210.954610.6350.6400.5250.3080.14088.9453.8T2188.945244.25496.468.64194.045T21363.1712033.594893.1524168.484146.379194.045T2283.329.478.41.17538.352137.4612.3410.126-0.837.151.5T220.282137.4610.4870.5250.2740.12523.4450T2223.44554.9840023.445T2283.3201022.01557.762509.4969.46723.445T2370.525.938.40.97531.824111.4182.3410.129-0.688.621.5T230.234111.4180.4760.5250.2720.12419.2680T2319.26844.5670019.268T2370.519685.17836.207282.4245.93419.268T24386.49173.578.43.975129.744679.9222.3410.173-2.362.111.5T240.954679.9220.7130.5250.3220.14793.1803.8T2493.180271.96996.468.64198.280T24386.4852033.5941059.0794117.852173.573198.280T31409.05189.668.44.8156.672674.5762.3410.152-3.091.751.5T311.152674.5760.5860.5250.2960.135103.4024.6T31103.402269.83096.468.64208.502T31409.0502404.4081157.2475828.397189.662208.502T32121.2131.158.41.652.224252.0382.3410.135-1.095.251.5T320.384252.0380.6560.5250.3110.14136.1911.4T3236.191100.81596.468.64141.291T32121.205966.098190.071985.08931.151100.815T3390.004.318.41.2540.8113.1872.3410.128-0.876.721.5T330.3113.1870.3770.5250.2480.11322.5030T3322.50345.2750022.503T3389.996808.78326.321427.7584.31422.503T34413.94166.968.44.3140.352674.8712.3410.171-2.571.951.5T341.032674.8710.6540.5250.3110.14197.1093.8T3497.109269.94896.468.64202.209T34413.9422179.6721018.7524638.177166.964202.209T41385.42168.158.44.45145.248639.3452.3410.154-2.841.891.5T411.068639.3450.5990.5250.2990.13696.7654.2T4196.765255.73896.368.64201.765T41385.4242494.0361025.9715534.459168.147201.765T42490.04170.728.45.95194.208682.8512.3410.147-3.901.411.41T421.428682.8510.4780.5250.2720.124125.3085.7T42125.308273.14096.368.64230.308T42490.0382921.3011041.6688535.221170.719230.308T51420.34168.158.44.45145.248674.2632.3410.168-2.691.891.5T511.068674.2630.6310.5250.3060.13998.9884.2T5198.988269.70596.368.64203.988T51420.3422247.0931025.9715002.860168.147203.988T5272.068.518.4132.64129.2202.3410.128-0.708.401.5T520.24129.2200.5380.5250.2860.13020.7940T5220.79451.6880020.794T5272.0601190.30051.900503.5518.50620.794T53357.33173.578.43.975129.744650.7622.3410.160-2.482.111.5T530.954650.7620.6820.5250.3160.14491.4213.8T5391.421260.30596.368.64196.421T53357.3252033.5941059.0794181.179173.573196.421T61409.05189.668.44.8156.672674.5763.3410.106-3.601.751.5T611.152674.5760.5861.5250.5730.261200.1314.6T61200.131269.83096.368.64305.131T61409.0503431.4941157.2477844.739189.662269.830T62121.2131.158.41.652.224252.0384.3410.073-1.335.251.47T620.384252.0380.6562.5250.8420.383100.0261.4T62100.026100.81596.368.64205.026T62121.2051791.470190.0711538.55331.151100.815T6390.004.318.41.2540.8113.1872.3410.128-0.876.721.5T630.3113.1870.3770.5250.2480.11322.5030T6322.50345.2750022.503T6389.996808.78326.321427.7584.31422.503T64413.94166.968.44.3140.352674.8712.3410.171-2.571.951.5T641.032674.8710.6540.5250.3110.14197.1093.8T6497.109269.94896.368.64202.109T64413.9422179.6721018.7524638.177166.964202.109T71363.17146.388.43.975129.744610.6352.3410.163-2.462.111.5T710.954610.6350.6400.5250.3080.14088.9453.8T7188.945244.25496.368.64193.945T71363.1712033.594893.1524168.484146.379193.945T7283.3211.278.41.17538.352147.7732.3410.126-0.837.151.5T720.282147.7730.5240.5250.2830.12824.1580T7224.15859.1090024.158T7283.320775.07268.764386.39011.27024.158T7370.525.938.40.97531.824111.4182.3410.129-0.688.621.5T730.234111.4180.4760.5250.2720.12419.2680T7319.26844.5670019.268T7370.519685.17836.207282.4245.93419.268T74386.49173.578.43.975129.744679.9222.3410.173-2.362.111.5T740.954679.9220.7130.5250.3220.14793.1803.8T7493.180271.96996.368.64198.180T74386.4852280.5371059.0794506.729173.573198.180T8185.7510.688.41.342.432140.9792.3410.117-0.946.461.5T810.312140.9790.4520.5250.2660.12125.1480T8125.14856.3920025.148T8185.751831.25665.190464.19410.68425.148T82162.4723.318.41.737556.712252.6112.3410.166-1.064.831.5T820.417252.6110.6060.5250.3010.13737.9730T8237.973101.0440037.973T82162.4681027.900142.211714.64523.30737.973T83166.7119.168.41.562551249.0992.3410.190-0.875.381.5T830.375249.0990.6640.5250.3130.14235.5260T8335.52699.6400035.526T83166.7101443.128116.888870.52019.15735.526T8440.563.728.40.812526.5271.3552.3410.089-0.6410.341.5T840.19571.3550.3660.5250.2450.11114.4540T8414.45428.5420014.454T8440.559612.13922.719222.1673.72314.454T85162.4711.598.41.737556.712207.3033.3410.117-1.264.831.5T850.417207.3030.4971.5250.5440.24768.7520T8568.75282.9210068.752T85162.4681466.98670.7321019.91811.59268.752T8685.9110.688.41.342.432141.1374.3410.063-1.116.461.47T860.312141.1370.4522.5250.7650.34873.7890T8673.78956.4550073.789T8685.9091541.42865.190860.51210.68456.455Tabel 5.8. Determinarea lungimii de aderenta pentru spaletii de pe directie longitudinala in sectiunea 0-1Tabel 5.9. Determinarea rezistentei de proiectare la cedare pe sectiune inclinata pentru spaleti de pe directie longitudinala in sectiunea, VRdTabel 5.10. Determinarea rezistentei la forfecare pentru spaletii de pe directie longitudinala in sectiunea 0-1Tabel 6.2. Verificarea capacitatii de rezistenta ale spaletilor pe directie longitudinala, in sectiunea 0-1

Indicativ spaletN.Ed [KN]V.Ed [KN]H.tot [m]l.w [m]V.Ed (lim) [KN]N*.Ed [KN]f.d [N/mm]S.d [N/mm]l.ad [m]Indicativ spaletA.w [m]N*.Ed [KN]*,0d [N/mm]f.bt [N/mm]f.vk,i [N/mm]f.vd,i [N/mm]V.rdi [KN]Indicativ spaletV.R1 [KN]V.Rdi [KN]V.Rd2 [KN]V.Rsc [KN]V.Rd [KN]Indicativ spaletN.Ed0-1 [KN]N.Rd0-1 [KN]M.Ed0-1 [KNm]M.Rd0-1 [KNm]V.Ed 0-1 [KN]V.Rd0-1 [KN]012345678901234567l,s0123450123456LA1297.20142.218.44.525147.696508.4022.3410.117-3.281.861.5LA11.086508.4020.4680.5250.2700.12388.8044LA188.804203.36196.468.64193.904LA1297.2032280.804867.7375400.016142.214193.904LA2102.704.118.40.92530.192132.5673.3410.138-0.629.081.5LA20.222132.5670.5971.5250.5770.26238.8170.9LA238.81753.02796.468.64143.917LA2102.703662.70425.083450.6264.11153.027LA3102.704.118.40.92530.192132.5674.3410.107-0.699.081.5LA30.222132.5670.5972.5250.8210.37355.2070.9LA355.20753.02796.468.64160.307LA3102.703662.70425.083450.6264.11153.027LA4297.20142.218.44.525147.696508.4025.3410.051-3.981.861.5LA41.086508.4020.4683.5251.0000.455329.2144LA4329.214203.36196.468.64434.314LA4297.2032033.861867.7374919.685142.214203.361LB180.149.648.41.32543.248129.0246.3410.040-1.206.341.5LB10.318129.0240.4064.5251.1980.545115.4480LB1115.44851.61000115.448LB180.144842.49358.807486.0459.63851.610LB2129.9012.788.42.168.544170.7967.3410.035-1.934.001.5LB20.504170.7960.3395.5251.3890.632212.2050LB2212.20568.31800212.205LB2129.9041190.83477.9721085.17512.77968.318LB3129.9012.788.42.168.544170.7966.3410.041-1.904.001.5LB30.504170.7960.3394.5251.1670.530178.2470LB3178.24768.31800178.247LB3129.9041190.83477.9721085.17512.77968.318LB480.149.648.41.32543.248129.0247.3410.034-1.226.341.5LB40.318129.0240.4065.5251.4210.646136.9560LB4136.95651.61000136.956LB480.144842.49358.807486.0459.63851.610LC1604.5312.788.47.8254.592615.5418.3410.039-7.091.081.08LC11.872615.5410.3296.5251.6060.7301265.4907.55LC11265.490246.21696.468.641370.590LC1604.5323505.88277.97213228.36712.779246.216LC2200.299.648.42.0566.912231.8839.3410.044-1.844.101.5LC20.492231.8830.4717.5251.8970.862282.8390LC2282.83992.75300282.839LC2200.2901168.36058.807947.6659.63892.753LC3200.29214.728.42.0566.912904.14110.3410.039-1.864.101.5LC30.492904.1411.8388.5252.7031.229403.0620LC3403.062361.65600403.062LC3200.2901168.3601310.122947.665214.716361.656LC4604.5325.228.47.8254.592626.26111.3410.028-7.281.081.08LC41.872626.2610.3359.5252.2721.0331790.1077.6LC41790.107250.50496.468.641895.207LC4604.5323752.824153.89114044.06425.221250.504LD1502.1225.228.45.4176.256533.50512.3410.031-5.001.560.65LD11.296533.5050.41210.5252.5321.1512294.5615.2LD12294.561213.40296.468.642399.661LD1502.1193414.920153.8918641.80625.221213.402LD2816.84214.728.410.45341.088954.91213.3410.024-9.850.801LD22.508954.9120.38111.5252.7371.2443120.07810.2LD23120.078381.96596.468.643225.178LD2816.8365684.7531310.12227201.116214.716381.965LD3502.12158.788.45.4176.256699.70914.3410.027-5.061.561.5LD31.296699.7090.54012.5253.0381.3811193.0925.2LD31193.092279.88496.468.641298.192LD3502.1192674.092968.8047038.819158.778279.884LE1262.45304.078.44.625150.960704.25315.3410.015-4.461.821.5LE11.11704.2530.63413.5253.3061.5031112.0480LE11112.048281.701001112.048LE1262.4522078.8081855.3054224.600304.067281.701LE2170.66158.788.4265.280704.15216.3410.022-1.904.201.5LE20.48704.1521.46714.5253.9201.782570.2070LE2570.207281.66100570.207LE2170.6591392.829968.8041138.986158.778281.661LE3150.57119.458.41.755.488622.74117.3410.021-1.614.941.5LE30.408622.7411.52615.5254.1711.896515.7300LE3515.730249.09700515.730LE3150.5661011.045728.834696.820119.449249.097LE4150.5711.708.41.755.488196.82917.3410.021-1.614.941.5LE40.408196.8290.48215.5253.6711.669453.9010LE4453.90178.73200453.901LE4150.5661011.04571.409696.82011.70378.732LE5170.6611.708.4265.280209.98218.3410.019-1.914.201.5LE50.48209.9820.43716.5253.8691.758562.7100LE5562.71083.99300562.710LE5170.6591145.88771.409937.04911.70383.993LE6262.457.428.44.625150.960273.23919.3410.012-4.491.821.5LE61.11273.2390.24617.5253.9891.8131341.6170LE61341.617109.295001341.617LE6262.4522325.75145.2984726.4437.424109.295


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