5. Statische Berechnung - shmp.de

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Verfasser: Studenten Projektstudium Hafenausbau ( HS MD-SDL )Bauwerk: Hafenausbau / Instandsetzung Hafenbecken I, Magdeburg 16.06.200824.60 | 1136.8 798.3 54.4 | -5059.6 -14.420.60 | 1696.7 966.4 59.0 | -7795.9 -15.5Erddruckumlagerung Kote | eagh epgh |Vorgabe Faktor eagh[m] | [kN/m2] | [-] [kN/m2] [kN/m2]45.60 | -0.0 | 1.00 21.144.45 | 8.7 | 1.00 21.143.60 | 12.2 | 1.00 21.143.45 | 12.9 | 1.00 21.143.00 | 14.8 | 1.00 21.1--------|----------------|------- ------43.00 | 18.9 | 1.00 21.142.20 | 22.8 | 1.00 21.1--------|----------------|------- * 21.12 = ------42.20 | 17.3 | 1.00 21.141.30 | 21.0 | 1.00 21.1--------|----------------|------- ------41.30 | 22.4 | 1.00 21.137.10 | 40.7 | 1.00 21.1--------|----------------|------- ------37.10 | 34.8 | 1.00 21.135.60 | 42.5 0.0 | 1.00 21.135.10 | 45.0 -73.4 | 1.00 21.134.71 | 46.6 -119.8 | 1.00 21.1Eagh = 285.9 - 55.9 = 230.0Erddruckverlauf Kote | e0gh e0ph e0wh | epgh | eh[m] | [kN/m2] |[kN/m2] | [kN/m2]45.60 | 21.1# 4.2 0.0 | | 25.344.45 | 21.1# 4.2 0.0 | | 25.343.60 | 21.1# 4.2 8.5 | | 33.843.45 | 21.1# 4.2 10.0 | | 35.343.00 | 21.1# 4.2 10.0 | | 35.343.00 | 21.1# 3.9 10.0 | | 35.042.20 | 21.1# 9.8 10.0 | | 40.942.20 | 21.1# 16.0 10.0 | | 47.241.30 | 21.1# 19.2 10.0 | | 50.341.30 | 21.1# 21.6 10.0 | | 52.737.10 | 21.1# 27.0 10.0 | | 58.137.10 | 21.1# 24.0 10.0 | | 55.235.60 | 21.1# 24.9 10.0 | | 56.035.10 | 21.1# 25.1 10.0 | | 56.235.10 | 21.1# 63.3 10.0 | | 94.434.71 | 21.1# 63.2 10.0 | | 94.334.71 | 46.6 63.2 10.0 | -119.8 | -0.032.10 | 57.4 62.9 10.0 | -432.1 | -301.832.10 | 60.0 62.1 10.0 | -371.2 | -239.028.60 | 78.5 57.4 10.0 | -809.6 | -663.828.60 | 107.3 60.2 10.0 | -489.2 | -311.720.60 | 150.8 36.0 10.0 | -749.0 | -552.2# = Umgelagerter ErddruckM 1:205Seite 34
Verfasser: Studenten Projektstudium Hafenausbau ( HS MD-SDL )Bauwerk: Hafenausbau / Instandsetzung Hafenbecken I, Magdeburg 16.06.2008ErddruckanteileResult. Erddruck0.8910.00Erdwiderstandswerte Kote | EphC ThetapC| epghC epphC | ephCrechts der Wand [m] | [kN/m2] [°] | [kN/m2] | [kN/m2]35.60 | -2097.6 -40.7 | -238.4 -130.2 | -368.635.35 | -2190.7 -40.4 | |35.10 | | -254.5 -130.4 | -385.0--------| -2285.9 -40.2 |----------------|--------35.10 | | -254.1 -121.6 | -375.734.71 | | -263.1 -128.3 | -391.433.60 | -2895.0 -39.5 | |32.10 | | -323.6 -173.6 | -497.2--------| -3595.3 -42.1 |----------------|--------32.10 | | -313.6 -171.4 | -485.030.35 | -4591.0 -45.6 | |28.60 | | -410.2 -410.8 | -821.0--------| -5880.8 -48.7 |----------------|--------28.60 | | -370.9 -259.5 | -630.324.60 | -8318.5 -34.3 | |20.60 |-10588.7 -35.3 | -497.5 -49.1 | -546.6Seite 35
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