Version 4.0 of the program DC-Pit is available since September 2011. It contains numerous enhancements and improvements:
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Steel design acc. to Eurocode 3, DIN EN 1993 and OENORM B 1993
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The inclination angle delta,p of the passive earth pressure as well as delta,C for the subst. force C for fully fixed walls may be iterated automatically: reduction of delta,p, if the sum of vertical forces is going upwards, reduction of delta,C if the sum of vertical forces is going downwards.
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Italian version available (user interface and result output, to be selected separately)
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Display of single excavation stages in the input with redistribution figures and stiffness modules
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Automatic adaption of the values of elastic bedding when changing the excavation depth and for all soil layer depths
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Selection of the timber grade with the design of girder plank walls
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Printing of the current page from the graphics display
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Limiting resistance Rd for cantilever walls acc. to EB 102 to 62% of the passive earth pressure Eph,d
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Slopes in the excavation are not considered if they are located outside of the passive slip area under theta,p
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Special predefinitions in the soil layer input are marked with a red "warning light"