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I HAVE MODELED A PILE FOUNDATION IN SAFE WITH COLUMN SUPPORT BENEATH THE FOUNDATION. PILES TOP CONNECTION IN PILE CAP ARE FIX . FOR FILLING OF SPRING CONSTANT WE USE AXAIL STIFFNESS FROM PILE AXIAL COMPRESSION TEST ( SOIL REPORT DATA ). BUT I DON'T NOW HOW I CAN FILL THE ROTATIONAL STIFFNESS...

Hi dik if I understand your question correctley , my pile caps usually seated on grade and according to parctical formula my unsupported length below grade are 4 m( for pile 40*40 ).

HI WE HAVE THE PETROCHEMICAL PLANT AND HEAVY EQIPMENT IN IT, SOIL STRATIFICATION CONSISTING VERY WEAK CL (LOW PLASTIC CLAY WITH SOME SAND LENSES ), WE HAVE STIFF LAYER IN DEPTH 22 m. & WATER ELEVATION IS 1 METER BELOW G.EL. WHAT'S THE BEST METHOD FOR SOIL IMPROVING (EXCEPT PILE) IN THIS STATE.

hi where can i download usefull information about designing overhead cranes beam thanks alot

hi would you please help me where can i get for free CMAA70 thanks alot

DEAR DENIRO thank u for your answer, about second part of my qs: in display force/stress shell elements menu we have 3 choice; stress averaging: -none -all joints -selected joints for example "none" deliver the max value of moments...

hi when i want to have a foundation with 10m2 area and square shap how can i choose the size of shell elements? in the using graphic results for design which one should be consider : moments with averaging all joints or non averaging? thanks