What limit states need to be considered for a spread foundation? You may consider: Loss of overall stability/ Bearing resistance failure/ Failure by sliding/ Structural failure/ Combination of former mentioned failure modes.
#Eurocode7 #UltimateLimitStates #SpreadFooting
Design to Eurocodes:
EN 1990 (EC0) - Basis of structural design
Design to Eurocode 1 - EN 1991 (EC1) - Actions on structures
Design to Eurocode 2 - (EN 1992 EC2) - Design of concrete structures including concrete bridges
Design to Eurocode 3 - (EN 1993 EC3) - Design of steel structures including steel bridges
Design to Eurocode 4 - (EN 1994 EC4) - Design of composite steel & concrete structures including composite bridges
Design to Eurocode 7 - (EN 1997 EC7) - Geotechnical design
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Eurocode 7 Ultimate Limit States for a Spread Footing
Теги
EC7EN1997ULSGEOSTREN 1997-1Shallow foundationBS EN1997Spread footingSpread foundationPad foundationBearing capacityFoundation sliding resistanceDecoding eurocode 7Eurocode 7 part 1Eurocode 7 part 2Eurocode 7 bearing capacityEurocode 7 geotechnical designShallow foundation design procedureDesign of shallow foundation pptPad foundation design example eurocodeDesign of shallow foundation examplesEN1997-2Geotech design