Limitarea efectului indirect: Forta axiala din GS:

Montant P2 Montant P3V'ed V'ed Mont P2 Mont P3

SXP SXN SXP SXN GS GSEtaj 7 129.3 150.3 129.3 150.3 Etaj 7 -472.6 -451.1Etaj 6 170.3 197.1 170.3 197.1 Etaj 6 -879.7 -830.3Etaj 5 195.9 225.5 195.9 225.5 Etaj 5 -1282.8 -1206.7Etaj 4 218.8 250.5 218.8 250.5 Etaj 4 -1682.4 -1582.0Etaj 3 232.1 264.6 232.1 264.6 Etaj 3 -2077.0 -1955.4Etaj 2 229.1 260.1 229.1 260.1 Etaj 2 -2465.4 -2326.6Etaj 1 202.4 228.8 202.4 228.8 Etaj 1 -2846.4 -2695.2Parter 240.5 269.9 240.5 269.9 Parter -3253.2 -3089.1N'ind 1618.2 1846.8 1618.2 1846.8Ngs 3253.2 3089.1

Eforturi de dimensionare:

Montant P2 Montant P3SXP SXN SXP SXN

Ved VedEtaje 196.8 225.3 196.8 225.3

0.8*V'ed,max 185.6 211.7 185.6 211.7Parter 240.5 269.9 240.5 269.9

0.8*V'ed,max 192.4 215.9 192.4 215.9

Calculul armaturii diagonale SXN:

Ved fyd hw Lcl θ sin θ A1,d nec Aef Φ buc Vrd γrd Ved,bEtaj 7 225.3 435 950 2050 25 0.42 615.8 615.8 14 4 225.2 1.2 270.3Etaj 6 225.3 435 950 2050 25 0.42 615.8 615.8 14 4 225.2 1.2 270.3Etaj 5 225.3 435 950 2050 25 0.42 615.8 615.8 14 4 225.2 1.2 270.3Etaj 4 225.3 435 950 2050 25 0.42 615.8 615.8 14 4 225.2 1.2 270.3Etaj 3 225.3 435 950 2050 25 0.42 615.8 615.8 14 4 225.2 1.2 270.3Etaj 2 225.3 435 950 2050 25 0.42 615.8 615.8 14 4 225.2 1.2 270.3Etaj 1 225.3 435 950 2050 25 0.42 615.8 615.8 14 4 225.2 1.2 270.3Parter 269.9 435 1500 2050 36 0.59 525.4 615.8 14 4 316.3 1.2 379.6

Calculul armaturii diagonale SXP:

Ved fyd hw Lcl θ sin θ A1,d nec Aef Φ buc Vrd γrd Ved,bEtaj 7 196.8 435 950 2050 25 0.42 538.1 615.8 14 4 225.2 1.2 270.3Etaj 6 196.8 435 950 2050 25 0.42 538.1 615.8 14 4 225.2 1.2 270.3Etaj 5 196.8 435 950 2050 25 0.42 538.1 615.8 14 4 225.2 1.2 270.3Etaj 4 196.8 435 950 2050 25 0.42 538.1 615.8 14 4 225.2 1.2 270.3Etaj 3 196.8 435 950 2050 25 0.42 538.1 615.8 14 4 225.2 1.2 270.3Etaj 2 196.8 435 950 2050 25 0.42 538.1 615.8 14 4 225.2 1.2 270.3Etaj 1 196.8 435 950 2050 25 0.42 538.1 615.8 14 4 225.2 1.2 270.3Parter 240.5 435 1500 2050 36 0.59 468.1 615.8 14 4 316.3 1.2 379.6

Forta axiala de calcul Ned:

Montant P2 Montant P3SXP SXN SXP SXN

Etaj 7 242.9 702.4 680.9 221.4Etaj 6 420.2 1339.2 1289.8 370.8Etaj 5 593.6 1972.1 1895.9 517.5Etaj 4 763.4 2601.4 2501.0 663.0Etaj 3 928.3 3225.7 3104.1 806.7Etaj 2 1086.9 3843.9 3705.1 948.1Etaj 1 1238.1 4454.6 4303.4 1087.0Parter 1322.3 5184.1 5020.0 1158.2

Momente incovoietoare montant P2: Forta axiala montant P2:

Directia x Directia xSens + Sens - Sens + Sens -

GSSXPP GSSXNP GSSXPN GSSXNN GSSXPP GSSXNP GSSXPN GSSXNNEtaj 7 -203.1 -196.1 157.7 150.7 Etaj 7 -357.3 -340.3 -588.0 -605.0Etaj 6 -74.0 -36.0 -17.8 -55.9 Etaj 6 -610.4 -571.2 -1149.1 -1188.2Etaj 5 347.9 450.5 -489.0 -591.6 Etaj 5 -833.8 -769.8 -1731.9 -1795.9Etaj 4 1014.9 1211.8 -1216.7 -1413.6 Etaj 4 -1030.9 -939.7 -2334.0 -2425.1Etaj 3 1910.8 2228.7 -2184.1 -2501.9 Etaj 3 -1208.8 -1089.7 -2945.2 -3064.3Etaj 2 3049.3 3513.7 -3413.2 -3877.5 Etaj 2 -1382.1 -1235.9 -3548.7 -3694.9Etaj 1 4484.9 5124.3 -4967.5 -5606.9 Etaj 1 -1572.0 -1402.7 -4120.8 -4290.1Parter 6346.1 7159.5 -6992.7 -7806.1 Parter -1746.0 -1549.4 -4760.4 -4957.0

Momente incovoietoare montant P3: Forta axiala montant P3:

Directia x Directia xSens + Sens - Sens + Sens -

GSSXPP GSSXNP GSSXPN GSSXNN GSSXPP GSSXNP GSSXPN GSSXNNEtaj 7 -331.5 -325.9 30.9 25.4 Etaj 7 -566.8 -584.5 -335.5 -317.8Etaj 6 -244.6 -208.1 -186.4 -222.9 Etaj 6 -1100.2 -1140.7 -560.4 -519.8Etaj 5 167.9 268.8 -667.4 -768.3 Etaj 5 -1656.5 -1722.6 -756.9 -690.8Etaj 4 842.7 1038.1 -1387.7 -1583.0 Etaj 4 -2234.6 -2328.4 -929.5 -835.6Etaj 3 1761.5 2078.2 -2332.6 -2649.3 Etaj 3 -2824.7 -2947.3 -1086.1 -963.5Etaj 2 2945.7 3409.4 -3516.5 -3980.2 Etaj 2 -3411.1 -3561.3 -1242.1 -1091.8Etaj 1 4468.3 5107.7 -4983.9 -5623.3 Etaj 1 -3970.8 -4144.7 -1419.6 -1245.7Parter 6508.3 7322.5 -6831.3 -7645.4 Parter -4597.7 -4799.2 -1580.6 -1379.0

Momente redistribuite:

SXP SXNMont P2 Mont P3 Mont P2 Mont P3 Mont P2 Mont P3 Mont P2 Mont P3

M'ed M'ed M'ed, red M'ed, red M'ed M'ed M'ed, red M'ed, redEtaj 7 196.1 325.9 187.9 334.2 Etaj 7 150.7 25.4 114.9 61.1Etaj 6 36.0 208.1 87.9 156.3 Etaj 6 55.9 222.9 182.0 96.7Etaj 5 450.5 268.8 258.9 460.4 Etaj 5 591.6 768.3 888.0 471.9Etaj 4 1211.8 1038.1 809.7 1440.1 Etaj 4 1413.6 1583.0 1956.8 1039.8Etaj 3 2228.7 2078.2 1550.1 2756.9 Etaj 3 2501.9 2649.3 3363.7 1787.5Etaj 2 3513.7 3409.4 2491.6 4431.5 Etaj 2 3877.5 3980.2 5131.1 2726.6Etaj 1 5124.3 5107.7 3682.5 6549.5 Etaj 1 5606.9 5623.3 7333.3 3896.9Parter 7159.5 7322.5 5212.0 9269.9 Parter 7806.1 7645.4 10089.9 5361.7Mrd 12402.2 22058.0 Mrd 22451.3 11930.5

Armatura verticala pereti cuplati - SXP Arm bulb Arm inima Mrd Med Med'red Km Ned V'ed,b Ved,b Li x lw Ω ξ ξlim

Etaj 7 12Φ12 Φ10/250 10547.8 814.2 334.2 1.3 680.9 129.3 270.3 4250 351.76 6450 1.874 0.055 0.341Etaj 6 12Φ12 Φ10/250 12308.9 380.7 156.3 1.3 1289.8 170.3 270.3 4250 419.21 6450 1.874 0.065 0.341Etaj 5 12Φ12 Φ10/250 14027.9 1121.8 460.4 1.3 1895.9 195.9 270.3 4250 491.81 6450 1.874 0.076 0.341Etaj 4 12Φ12 Φ10/250 15712.9 3508.9 1440.1 1.3 2501.0 218.8 270.3 4250 585.93 6450 1.874 0.091 0.341Etaj 3 12Φ12 Φ10/250 17337.8 6717.1 2756.9 1.3 3104.1 232.1 270.3 4250 694.47 6450 1.874 0.108 0.341Etaj 2 12Φ12 Φ10/250 18903.3 10797.5 4431.5 1.3 3705.1 229.1 270.3 4250 807.57 6450 1.874 0.125 0.341Etaj 1 12Φ12 Φ10/250 20386.7 6549.5 6549.5 1.3 4303.4 202.4 270.3 4250 934.83 6450 1.874 0.145 0.341Parter 12Φ12 Φ10/250 22058.0 9269.9 9269.9 1.3 5020.0 240.5 379.6 4250 1095.12 6450 1.874 0.170 0.341

Armatura verticala pereti cuplati - SXN Arm bulb Arm inima Mrd Med Med'red Km Ned V'ed,b Ved,b Li x lw Ω ξ ξlim

Etaj 7 12Φ12 Φ10/250 9203.8 121.0 61.1 1.3 221.4 150.3 270.3 4250 304.31 6450 1.524 0.047 0.323Etaj 6 12Φ12 Φ10/250 9642.0 191.6 96.7 1.3 370.8 197.1 270.3 4250 319.36 6450 1.524 0.050 0.323Etaj 5 12Φ12 Φ10/250 10071.2 935.0 471.9 1.3 517.5 225.5 270.3 4250 334.50 6450 1.524 0.052 0.323Etaj 4 12Φ12 Φ10/250 10495.7 2060.5 1039.8 1.3 663.0 250.5 270.3 4250 349.85 6450 1.524 0.054 0.323Etaj 3 12Φ12 Φ10/250 10913.7 3542.1 1787.5 1.3 806.7 264.6 270.3 4250 365.31 6450 1.524 0.057 0.323Etaj 2 12Φ12 Φ10/250 11323.8 5403.1 2726.6 1.3 948.1 260.1 270.3 4250 380.80 6450 1.524 0.059 0.323Etaj 1 12Φ12 Φ10/250 11725.3 3896.9 3896.9 1.3 1087.0 228.8 270.3 4250 396.25 6450 1.524 0.061 0.323Parter 12Φ12 Φ10/250 11930.5 5361.7 5361.7 1.3 1158.2 269.9 379.6 4250 404.26 6450 1.524 0.063 0.323

Forta taietoare montant P2: Forta taietoare montant P3:

Directia x Directia xSens + Sens - Sens + Sens -

GSSXPP GSSXNP GSSXPN GSSXNN GSSXPP GSSXNP GSSXPN GSSXNNEtaj 7 191.1 227.5 -95.4 -131.8 Etaj 7 -25.9 8.7 -309.4 -344.0Etaj 6 341.0 393.8 -275.3 -328.1 Etaj 6 171.1 222.4 -442.9 -494.2Etaj 5 470.7 537.9 -403.1 -470.3 Etaj 5 312.8 378.5 -559.1 -624.8Etaj 4 581.0 660.6 -515.2 -594.8 Etaj 4 433.0 511.2 -661.5 -739.7Etaj 3 672.5 761.3 -607.0 -695.8 Etaj 3 534.6 622.1 -743.6 -831.1Etaj 2 744.9 839.2 -681.5 -775.8 Etaj 2 620.7 713.9 -804.8 -898.0Etaj 1 800.6 896.6 -741.6 -837.7 Etaj 1 697.9 793.1 -843.7 -938.9Parter 826.8 910.2 -803.0 -886.4 Parter 783.0 866.1 -846.5 -929.6

Forte taietoare redistribuite:

SXP SXNMont P2 Mont P3 Mont P2 Mont P3 Mont P2 Mont P3 Mont P2 Mont P3

V'ed V'ed V'ed, red V'ed, red V'ed V'ed V'ed, red V'ed, redEtaj 7 227.5 8.7 85.0 151.2 Etaj 7 131.8 344.0 310.7 165.1Etaj 6 393.8 222.4 221.8 394.4 Etaj 6 328.1 494.2 537.0 285.4Etaj 5 537.9 378.5 329.8 586.5 Etaj 5 470.3 624.8 715.1 380.0Etaj 4 660.6 511.2 421.7 750.1 Etaj 4 594.8 739.7 871.4 463.1Etaj 3 761.3 622.1 497.9 885.5 Etaj 3 695.8 831.1 997.1 529.8Etaj 2 839.2 713.9 558.9 994.1 Etaj 2 775.8 898.0 1093.0 580.8Etaj 1 896.6 793.1 608.1 1081.6 Etaj 1 837.7 938.9 1160.1 616.5Parter 910.2 866.1 639.3 1137.0 Parter 886.4 929.6 1185.8 630.1

Determinarea eforturilor de calcul pereti cuplati - SXP Rupere la compresiune diagonala pereti cuplati - SXP Ved V'ed,red Kv γrd Ω Ned Ved Vrd,max lw bw fcd

Etaj 7 1534.3 151.2 1.2 1.2 1.874 680.9 Etaj 7 1534.3 < 4837.5 6450 250 20Etaj 6 1534.3 394.4 1.2 1.2 1.874 1289.8 Etaj 6 1534.3 < 4837.5 6450 250 20Etaj 5 1583.1 586.5 1.2 1.2 1.874 1895.9 Etaj 5 1583.1 < 4837.5 6450 250 20Etaj 4 2024.4 750.1 1.2 1.2 1.874 2501.0 Etaj 4 2024.4 < 4837.5 6450 250 20Etaj 3 2390.0 885.5 1.2 1.2 1.874 3104.1 Etaj 3 2390.0 < 4837.5 6450 250 20Etaj 2 2683.0 994.1 1.2 1.2 1.874 3705.1 Etaj 2 2683.0 < 4837.5 6450 250 20Etaj 1 2919.1 1081.6 1.2 1.2 1.874 4303.4 Etaj 1 2919.1 < 4837.5 6450 250 20Parter 3068.7 1137.0 1.2 1.2 1.874 5020.0 Parter 3068.7 < 4837.5 6450 250 20

Rupere la intindere diagonala pereti cuplati - SXP Arm oriz Ved Vrd h nivel lw bw fyd s Φ Ash n Ned ΣAsh Vrd,s σcp Ac Vrd,c

Etaj 7 Φ8/200 1534.3 < 1029.2 3150 6450 250 435 200 8 50.3 2 680.9 1583.4 688.8 0.422 1612500 340.4Etaj 6 Φ8/200 1534.3 < 2055.2 3150 6450 250 435 200 8 50.3 2 1289.8 3242.1 1410.3 0.800 1612500 644.9Etaj 5 Φ8/200 1583.1 < 2358.3 3150 6450 250 435 200 8 50.3 2 1895.9 3242.1 1410.3 1.176 1612500 948.0Etaj 4 Φ8/200 2024.4 < 2660.8 3150 6450 250 435 200 8 50.3 2 2501.0 3242.1 1410.3 1.551 1612500 1250.5Etaj 3 Φ8/200 2390.0 < 2962.4 3150 6450 250 435 200 8 50.3 2 3104.1 3242.1 1410.3 1.925 1612500 1552.1Etaj 2 Φ12/200 2683.0 < 4123.8 3150 6450 250 435 200 12 113.1 2 3705.1 5221.3 2271.3 2.298 1612500 1852.5Etaj 1 Φ12/200 2919.1 < 3173.2 3150 6450 250 435 200 12 113.1 2 4303.4 7294.8 3173.2Parter Φ12/200 3068.7 < 3173.2 3700 6450 250 435 200 12 113.1 2 5020.0 7294.8 3173.2

Verificare la lunecare in rost pereti cuplati - SXP Ved Vrd,s μf Arm bulb As bulb Arm inima As inima ΣAsv fyd Ned

Etaj 7 2225.9 < 2807.7 0.6 12Φ12 1357.2 Φ10/250 2984.5 4341.7 435 680.9Etaj 6 2225.9 < 3262.7 0.6 12Φ12 1357.2 Φ10/250 2984.5 4341.7 435 1289.8Etaj 5 2417.1 < 3714.4 0.6 12Φ12 1357.2 Φ10/250 2984.5 4341.7 435 1895.9Etaj 4 3040.8 < 4164.8 0.6 12Φ12 1357.2 Φ10/250 2984.5 4341.7 435 2501.0Etaj 3 3552.9 < 4612.8 0.6 12Φ12 1357.2 Φ10/250 2984.5 4341.7 435 3104.1Etaj 2 3957.9 < 5058.2 0.6 12Φ12 1357.2 Φ10/250 2984.5 4341.7 435 3705.1Etaj 1 4272.3 < 5500.6 0.6 12Φ12 1357.2 Φ10/250 2984.5 4341.7 435 4303.4Parter 4451.9 < 5973.3 0.6 12Φ12 1357.2 Φ10/250 2984.5 4341.7 435 5020.0

Determinarea eforturilor de calcul pereti cuplati - SXN Rupere la compresiune diagonala pereti cuplati - SXN Ved V'ed,red Kv γrd Ω Ned Ved Vrd,max lw bw fcd

Etaj 7 691.6 165.1 1.2 1.2 1.524 221.4 Etaj 7 691.6 < 4837.5 6450 250 20Etaj 6 691.6 285.4 1.2 1.2 1.524 370.8 Etaj 6 691.6 < 4837.5 6450 250 20Etaj 5 834.1 380.0 1.2 1.2 1.524 517.5 Etaj 5 834.1 < 4837.5 6450 250 20Etaj 4 1016.4 463.1 1.2 1.2 1.524 663.0 Etaj 4 1016.4 < 4837.5 6450 250 20Etaj 3 1163.0 529.8 1.2 1.2 1.524 806.7 Etaj 3 1163.0 < 4837.5 6450 250 20Etaj 2 1274.9 580.8 1.2 1.2 1.524 948.1 Etaj 2 1274.9 < 4837.5 6450 250 20Etaj 1 1353.2 616.5 1.2 1.2 1.524 1087.0 Etaj 1 1353.2 < 4837.5 6450 250 20Parter 1383.2 630.1 1.2 1.2 1.524 1158.2 Parter 1383.2 < 4837.5 6450 250 20

Rupere la intindere diagonala pereti cuplati - SXN Arm oriz Ved Vrd h nivel lw bw fyd s Φ Ash n Ned ΣAsh Vrd,s σcp Ac Vrd,c

Etaj 7 Φ8/200 691.6 < 799.5 3150 6450 250 435 200 8 50.3 2 221.4 1583.4 688.8 0.137 1612500 110.7Etaj 6 Φ8/200 691.6 < 1595.7 3150 6450 250 435 200 8 50.3 2 370.8 3242.1 1410.3 0.230 1612500 185.4Etaj 5 Φ8/200 834.1 < 1669.1 3150 6450 250 435 200 8 50.3 2 517.5 3242.1 1410.3 0.321 1612500 258.7Etaj 4 Φ8/200 1016.4 < 1741.8 3150 6450 250 435 200 8 50.3 2 663.0 3242.1 1410.3 0.411 1612500 331.5Etaj 3 Φ8/200 1163.0 < 1813.7 3150 6450 250 435 200 8 50.3 2 806.7 3242.1 1410.3 0.500 1612500 403.3Etaj 2 Φ12/200 1274.9 < 2745.3 3150 6450 250 435 200 12 113.1 2 948.1 5221.3 2271.3 0.588 1612500 474.0Etaj 1 Φ12/200 1353.2 < 3173.2 3150 6450 250 435 200 12 113.1 2 1087.0 7294.8 3173.2 Parter Φ12/200 1383.2 < 3173.2 3700 6450 250 435 200 12 113.1 2 1158.2 7294.8 3173.2

Verificare la lunecare in rost pereti cuplati - SXN Ved Vrd,s μf Arm bulb As bulb Arm inima As inima ΣAsv fyd Ned

Etaj 7 2225.9 < 2807.7 0.6 12Φ12 1357.2 Φ10/250 2984.5 4341.7 435 221.4Etaj 6 2225.9 < 3262.7 0.6 12Φ12 1357.2 Φ10/250 2984.5 4341.7 435 370.8Etaj 5 2417.1 < 3714.4 0.6 12Φ12 1357.2 Φ10/250 2984.5 4341.7 435 517.5Etaj 4 3040.8 < 4164.8 0.6 12Φ12 1357.2 Φ10/250 2984.5 4341.7 435 663.0Etaj 3 3552.9 < 4612.8 0.6 12Φ12 1357.2 Φ10/250 2984.5 4341.7 435 806.7Etaj 2 3957.9 < 5058.2 0.6 12Φ12 1357.2 Φ10/250 2984.5 4341.7 435 948.1Etaj 1 4272.3 < 5500.6 0.6 12Φ12 1357.2 Φ10/250 2984.5 4341.7 435 1087.0Parter 4451.9 < 5973.3 0.6 12Φ12 1357.2 Φ10/250 2984.5 4341.7 435 1158.2