• Introducing SACS 11.3 CONNECT Edition Update

    SACS 11.3 CONNECT Edition release enhancements including:

    Foundation Design for Large Monopile Structures

    • Base shear is the result of skin friction of the pile tip cross section and end moment is the result of the soil compression in one side of the pile due to rotation of pile tip. Base shear effect is significant specially for rigid piles. This effect is significant for gravity type with large diameter pile and may‚Ķ
    • Wed, Apr 18 2018