5. Statische Berechnung - shmp.de

Verfasser: Studenten Projektstudium Hafenausbau ( HS MD-SDL )Bauwerk: Hafenausbau / Instandsetzung Hafenbecken I, Magdeburg 16.06.200835.10 | 352.7 181.6 51.4 | -17.0 -11.933.60 | 439.2 254.3 38.6 | -244.1 -11.932.10 | 534.9 354.1 41.9 | -721.1 -11.930.35 | 665.6 466.5 45.4 | -1502.3 -12.328.60 | 812.4 573.8 48.5 | -2639.8 -12.524.60 | 1340.0 797.6 54.4 | -4698.2 -14.420.60 | 1954.8 965.5 59.0 | -7239.1 -15.5Erddruckumlagerung Kote | eagh epgh |Vorgabe Faktor eagh[m] | [kN/m2] | [-] [kN/m2] [kN/m2]45.60 | -0.0 | 1.00 29.543.60 | 15.1 | 1.00 29.543.00 | 19.6 | 1.00 29.5--------|----------------|------- ------43.00 | 25.1 | 1.00 29.542.20 | 33.3 | 1.00 29.5--------|----------------|------- ------42.20 | 25.3 | 1.00 29.541.45 | 30.8 | 1.00 * 29.52 = 29.541.30 | 31.5 | 1.00 29.5--------|----------------|------- ------41.30 | 33.5 | 1.00 29.540.25 | 38.1 | 1.00 29.537.10 | 51.8 | 1.00 29.5--------|----------------|------- ------37.10 | 44.4 | 1.00 29.535.60 | 52.0 0.0 | 1.00 29.535.10 | 54.5 -68.1 | 1.00 29.534.70 | 56.2 -112.4 | 1.00 29.5Eagh = 374.8 - 53.1 = 321.7Erddruckverlauf Kote | e0gh e0ph e0wh | epgh | eh[m] | [kN/m2] |[kN/m2] | [kN/m2]45.60 | 29.5# 4.2 0.0 | | 33.743.60 | 29.5# 4.2 0.0 | | 33.743.00 | 29.5# 4.2 0.0 | | 33.743.00 | 29.5# 5.4 0.0 | | 34.942.20 | 29.5# 5.4 0.0 | | 34.942.20 | 29.5# 13.6 0.0 | | 43.141.45 | 29.5# 18.4 0.0 | | 47.941.45 | 29.5# 17.9 0.0 | | 47.441.30 | 29.5# 18.4 1.5 | | 49.541.30 | 29.5# 19.6 1.5 | | 50.640.25 | 29.5# 22.1 12.0 | | 63.640.25 | 29.5# 26.2 12.0 | | 67.837.10 | 29.5# 24.8 12.0 | | 66.337.10 | 29.5# 24.2 12.0 | | 65.735.60 | 29.5# 25.0 12.0 | | 66.535.10 | 29.5# 25.3 12.0 | | 66.835.10 | 29.5# 39.4 12.0 | | 81.034.70 | 29.5# 44.2 12.0 | | 85.834.70 | 56.2 44.2 12.0 | -112.4 | 0.032.10 | 66.9 75.6 12.0 | -401.2 | -246.7Seite 27