Statische Berechnung - shmp.de

Verfasser: Planungsgruppe Projektstudium Hafenausbau ( HS MD-SDL )Bauwerk: Hafenausbau / Instandsetzung Hafenbecken I, Magdeburg 16/06/200824.60 | 1383.3 797.4 54.4 | -5481.3 -14.420.60 | 2011.1 965.3 59.0 | -8445.6 -15.5Erddruckumlagerung Kote | eagh epgh |Vorgabe Faktor eagh[m] | [kN/m2] | [-] [kN/m2] [kN/m2]45.60 | -0.0 | 1.00 30.643.60 | 15.1 | 1.00 30.643.00 | 19.6 | 1.00 30.6--------|----------------|------- ------43.00 | 25.1 | 1.00 30.642.20 | 33.3 | 1.00 30.6--------|----------------|------- ------42.20 | 25.3 | 1.00 30.641.30 | 31.9 | 1.00 * 30.57 = 30.6--------|----------------|------- ------41.30 | 34.0 | 1.00 30.640.69 | 38.8 | 1.00 30.637.94 | 50.8 | 1.00 30.637.10 | 54.4 | 1.00 30.6--------|----------------|------- ------37.10 | 46.7 | 1.00 30.635.60 | 54.3 0.0 | 1.00 30.635.10 | 56.8 -79.5 | 1.00 30.634.74 | 58.3 -125.7 | 1.00 30.6Eagh = 388.3 - 56.4 = 331.8Erddruckverlauf Kote | e0gh e0ph e0wh | epgh | eh[m] | [kN/m2] |[kN/m2] | [kN/m2]45.60 | 30.6# 4.2 0.0 | | 34.843.60 | 30.6# 4.2 0.0 | | 34.843.00 | 30.6# 4.2 0.0 | | 34.843.00 | 30.6# 5.4 0.0 | | 35.942.20 | 30.6# 5.4 0.0 | | 35.942.20 | 30.6# 13.8 0.0 | | 44.441.30 | 30.6# 18.9 0.0 | | 49.441.30 | 30.6# 19.4 0.0 | | 50.040.69 | 30.6# 20.9 0.0 | | 51.540.69 | 30.6# 19.9 0.0 | | 50.537.94 | 30.6# 30.3 27.5 | | 88.437.94 | 30.6# 23.8 27.5 | | 81.837.10 | 30.6# 25.0 27.5 | | 83.037.10 | 30.6# 24.2 27.5 | | 82.235.60 | 30.6# 25.0 27.5 | | 83.135.10 | 30.6# 25.3 27.5 | | 83.435.10 | 30.6# 34.7 27.5 | | 92.834.74 | 30.6# 39.9 27.5 | | 97.934.74 | 58.3 39.9 27.5 | -125.7 | 0.032.10 | 69.2 77.9 27.5 | -468.1 | -293.432.10 | 72.4 66.4 27.5 | -402.1 | -235.828.60 | 90.9 60.3 27.5 | -877.1 | -698.428.60 | 124.3 63.5 27.5 | -530.0 | -314.720.60 | 167.8 34.8 27.5 | -811.4 | -581.3# = Umgelagerter ErddruckSeite 28