The software includes powerful modules for designing steel frames according to various international codes (e.g., AISC, EC3, BS). This includes the optimization of rolled, welded, and cold-formed sections.
: BEAMD can calculate theoretical crack widths. If widths exceed 0.2mm , structural intervention is typically required.
In structural engineering, provides a suite of software for the design and analysis of concrete and steel structures. Two of its core modules, STRAP and BEAMD , are often used together to handle complex tasks like designing strap beams and calculating cracked section behavior under various loading conditions. ATIR STRAP and BEAMD Integration atir strap and beamd with crack hot
In a fire or hot industrial environment (foundries, boiler rooms), a beam may already be cracked from service loads. The addition of thermal expansion can force cracks to propagate through the strap anchorage zone.
works as a standalone tool or as a module for STRAP, providing detailed reinforcement schedules. ATIR Engineering Automated Definition The software includes powerful modules for designing steel
: For severe hot/cold reversals or moment changes, the program balances tension steel by cross-checking and upgrading reinforcement on the opposite structural face.
When you see a cracked beam and an atir strap in a hot environment, don’t assume it’s cosmetic. It might be a failure waiting to happen. If widths exceed 0
software to analyze or design repairs for structural beams experiencing "hot" (active or critical) cracking (Structural Analysis Program) and
Within BEAMD, the software automatically calculates the required reinforcement for flexure and shear. More importantly for our keyword, BEAMD and STRAP can calculate in the concrete section under service loads. By inputting parameters like reinforcement diameter and spacing, the software can determine if the predicted crack width under normal operating conditions (including temperature-related stresses) will exceed the allowable limit defined by the building code.
Because 1D elements have 6 degrees of freedom at a single node and 2D shell elements model in-plane and out-of-plane stiffness, the boundary where they intersect undergoes massive forces. If the connection is modeled rigidly without accounting for real-world material cracking and flexibility, ATIR STRAP will output extreme peak stresses—the "hot spots." What Causes "Crack Hot" Stress Spikes in ATIR STRAP?