ASDIP 4 Modules

ASDIP 4 is an integrated system composed of 13 programs, or modules, for structural design of building components according to the latest building code provisions and proven design theories.

Conceived and designed by and for structural engineers, ASDIP 4 recognizes that the structural design process is by itself a repetitive and iterative procedure consisting of trial-and-error cycles through the application of the corresponding design methodology.

This structural engineering software is constantly being updated to assure our customers the highest quality level, and future releases will include even more programs. The following is a list of the current programs that compose ASDIP 4. Please select an item below to get a detailed information about any of the programs:

Module

Description

Analysis of deflections in concrete beams and one-way slabs according with the ACI approach.

Design of concrete corbels and beam ledges as per the ACI Strut Theory approach.

Design of deep beams considering the non-linearity of the strains' distribution.

Design of circular concrete columns with uniform arrangement of reinforcing bars.

Design of rectangular concrete columns with up to 5 layers of reinforcing bars.

Design of any-shaped concrete shear walls with any arrangement of reinforcing bars.

Analysis of lateral-load distribution among the shear walls in a structural floor.

Design of tall slender masonry walls subjected to vertical and horizontal loads.

Design of steel and composite beams with web openings, as per the AISC LRFD procedure.

Analysis of loads carried by each individual vertical or batter pile in a pile group foundation, based on the Hrennikoff approach.

Vibration analysis of steel joist-concrete slab floor systems, based on the Lenzen Method.

Design of concrete rectangular, T, or inverted-T beams under combined loading, based on the latest ACI torsion design criteria.

Seismic design of concrete shear-walls, according to the ACI design criteria for structures in seismic zones (ACI 318 Chapter 21).