5. Statische Berechnung - shmp.de

Verfasser: Studenten Projektstudium Hafenausbau ( HS MD-SDL )Bauwerk: Hafenausbau / Instandsetzung Hafenbecken I, Magdeburg 16.06.200820.60 | 1954.8 582.2 54.2 | -7239.1 -15.5Erddruckumlagerung Kote | eagh epgh |Vorgabe Faktor eagh[m] | [kN/m2] | [-] [kN/m2] [kN/m2]45.60 | -0.0 | 1.00 30.843.60 | 15.1 | 1.00 30.843.00 | 19.6 | 1.00 30.8--------|----------------|------- ------43.00 | 25.1 | 1.00 30.842.20 | 33.3 | 1.00 30.8--------|----------------|------- ------42.20 | 25.3 | 1.00 30.841.45 | 30.8 | 1.00 * 30.76 = 30.841.30 | 31.5 | 1.00 30.8--------|----------------|------- ------41.30 | 33.5 | 1.00 30.840.25 | 38.1 | 1.00 30.837.10 | 51.8 | 1.00 30.8--------|----------------|------- ------37.10 | 44.4 | 1.00 30.835.60 | 52.0 0.0 | 1.00 30.835.10 | 54.5 -68.1 | 1.00 30.834.88 | 55.5 -93.1 | 1.00 30.8Eagh = 365.1 - 35.1 = 329.9Erddruckverlauf Kote | e0gh e0ph e0wh | epgh | eh[m] | [kN/m2] |[kN/m2] | [kN/m2]45.60 | 30.8# 4.2 0.0 | | 35.043.60 | 30.8# 4.2 0.0 | | 35.043.00 | 30.8# 4.2 0.0 | | 35.043.00 | 30.8# 5.4 0.0 | | 36.142.20 | 30.8# 5.4 0.0 | | 36.142.20 | 30.8# 13.6 0.0 | | 44.341.45 | 30.8# 18.4 0.0 | | 49.241.45 | 30.8# 17.9 0.0 | | 48.641.30 | 30.8# 18.4 1.5 | | 50.741.30 | 30.8# 19.6 1.5 | | 51.840.25 | 30.8# 22.1 12.0 | | 64.840.25 | 30.8# 26.2 12.0 | | 69.037.10 | 30.8# 24.8 12.0 | | 67.537.10 | 30.8# 24.2 12.0 | | 67.035.60 | 30.8# 25.0 12.0 | | 67.835.10 | 30.8# 25.3 12.0 | | 68.135.10 | 30.8# 25.6 12.0 | | 68.434.88 | 30.8# 25.6 12.0 | | 68.434.88 | 55.5 25.6 12.0 | -93.1 | -0.032.10 | 66.9 25.3 12.0 | -401.2 | -296.932.10 | 70.0 23.4 12.0 | -344.7 | -239.328.60 | 88.5 23.8 12.0 | -751.8 | -627.528.60 | 121.0 23.7 12.0 | -454.3 | -297.620.60 | 164.6 36.7 12.0 | -695.5 | -482.2# = Umgelagerter ErddruckSeite 49