AUTOMATED DESIGN OF CONCRETE BUILDINGS

STRUCTURAL Modeling

Ameco determines initial member sizes unless input by engineer
Computes 'finite joint' sizes based on intersecting member depth and width
Models 'finite joints' with rigid or deformable links at member ends
Allows specification of hinged or semi-rigid connections
Determines cross-section shape of beams, based on their location on the floor: R, T, L, Upset T or L
Computes effective flange width variation along span of beam
Computes width of slabs, based on their distance to other floor members
Computes member section gross and cracked properties
Models shear walls with lattice elements and rigid links
Models elastic foundation supports
Computes member stiffnesses for flexural, axial and shear distortions. Modifies column flexural stiffness as function of axial load and extent of cracking.