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 31.543.60 | 15.1 | 1.00 31.543.00 | 19.6 | 1.00 31.5--------|----------------|------- ------43.00 | 25.1 | 1.00 31.542.20 | 33.3 | 1.00 31.5--------|----------------|------- ------42.20 | 25.3 | 1.00 31.541.30 | 31.9 | 1.00 * 31.53 = 31.5--------|----------------|------- ------41.30 | 34.0 | 1.00 31.540.69 | 38.8 | 1.00 31.537.94 | 50.8 | 1.00 31.537.10 | 54.4 | 1.00 31.5--------|----------------|------- ------37.10 | 46.7 | 1.00 31.535.60 | 54.3 0.0 | 1.00 31.535.10 | 56.8 -79.5 | 1.00 31.534.86 | 57.8 -110.9 | 1.00 31.5Eagh = 381.7 - 43.0 = 338.7Erddruckverlauf Kote | e0gh e0ph e0wh | epgh | eh[m] | [kN/m2] |[kN/m2] | [kN/m2]45.60 | 31.5# 4.2 0.0 | | 35.743.60 | 31.5# 4.2 0.0 | | 35.743.00 | 31.5# 4.2 0.0 | | 35.743.00 | 31.5# 5.4 0.0 | | 36.942.20 | 31.5# 5.4 0.0 | | 36.942.20 | 31.5# 13.8 0.0 | | 45.441.30 | 31.5# 18.9 0.0 | | 50.441.30 | 31.5# 19.4 0.0 | | 50.940.69 | 31.5# 20.9 0.0 | | 52.440.69 | 31.5# 19.3 0.0 | | 50.837.94 | 31.5# 31.0 27.5 | | 90.037.94 | 31.5# 23.8 27.5 | | 82.837.10 | 31.5# 25.0 27.5 | | 84.037.10 | 31.5# 24.2 27.5 | | 83.235.60 | 31.5# 25.0 27.5 | | 84.135.10 | 31.5# 25.3 27.5 | | 84.335.10 | 31.5# 25.6 27.5 | | 84.634.86 | 31.5# 25.6 27.5 | | 84.634.86 | 57.8 25.6 27.5 | -110.9 | -0.032.10 | 69.2 25.4 27.5 | -468.1 | -346.032.10 | 72.4 23.4 27.5 | -402.1 | -278.828.60 | 90.9 23.8 27.5 | -877.1 | -734.928.60 | 124.3 23.7 27.5 | -530.0 | -354.520.60 | 167.8 36.7 27.5 | -811.4 | -579.4# = Umgelagerter ErddruckSeite 50