Statische Berechnung - shmp.de

Verfasser: Planungsgruppe Projektstudium Hafenausbau ( HS MD-SDL )Bauwerk: Hafenausbau / Instandsetzung Hafenbecken I, Magdeburg 16/06/2008[m] | [kN/m2] | [-] [kN/m2] [kN/m2]45.60 | -0.0 | 1.00 23.544.45 | 8.7 | 1.00 23.543.60 | 12.2 | 1.00 23.543.45 | 12.9 | 1.00 23.543.00 | 14.8 | 1.00 23.5--------|----------------|------- ------43.00 | 18.9 | 1.00 23.542.20 | 22.8 | 1.00 23.5--------|----------------|------- * 23.46 = ------42.20 | 17.3 | 1.00 23.541.30 | 21.0 | 1.00 23.5--------|----------------|------- ------41.30 | 22.4 | 1.00 23.537.10 | 40.7 | 1.00 23.5--------|----------------|------- ------37.10 | 34.8 | 1.00 23.535.60 | 42.5 0.0 | 1.00 23.535.10 | 45.0 -73.4 | 1.00 23.535.04 | 45.2 -80.8 | 1.00 23.5Eagh = 270.9 - 23.1 = 247.8Erddruckverlauf Kote | e0gh e0ph e0wh | epgh | eh[m] | [kN/m2] |[kN/m2] | [kN/m2]45.60 | 23.5# 4.2 0.0 | | 27.644.45 | 23.5# 4.2 0.0 | | 27.743.60 | 23.5# 4.2 8.5 | | 36.243.45 | 23.5# 4.2 10.0 | | 37.743.00 | 23.5# 4.2 10.0 | | 37.743.00 | 23.5# 3.9 10.0 | | 37.342.20 | 23.5# 9.8 10.0 | | 43.242.20 | 23.5# 16.0 10.0 | | 49.541.30 | 23.5# 19.2 10.0 | | 52.641.30 | 23.5# 21.6 10.0 | | 55.037.10 | 23.5# 27.0 10.0 | | 60.537.10 | 23.5# 24.0 10.0 | | 57.535.60 | 23.5# 24.9 10.0 | | 58.335.10 | 23.5# 25.1 10.0 | | 58.635.10 | 23.5# 25.6 10.0 | | 59.035.04 | 23.5# 25.5 10.0 | | 59.035.04 | 45.2 25.5 10.0 | -80.8 | -0.032.10 | 57.4 24.9 10.0 | -432.1 | -339.832.10 | 60.0 23.2 10.0 | -371.2 | -277.928.60 | 78.5 23.7 10.0 | -809.6 | -697.428.60 | 107.3 23.6 10.0 | -489.2 | -348.320.60 | 150.8 36.8 10.0 | -749.0 | -551.4# = Umgelagerter ErddruckSeite 43