When a support beam or an "atir" (a term often used in specific regional engineering contexts to describe a tie-rod or tension strap) develops a crack, the structural integrity of the entire system is at risk. Addressing these "hot"—meaning active or high-temperature—cracks requires a specialized approach.

High surface temperatures causing micro-fissures ("crack hot").

to 0.10 to allow the moment to redistribute naturally into the slab reinforcement. Reduce bending stiffness to 0.25 . 2. Utilize the "Offset" Command for Beams

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Open a new space model file within the main STRAP user interface .

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is a specialised module that integrates seamlessly with ATIR STRAP. It is dedicated to the design, detailing, and quantity take‑off of reinforced concrete (RC) beams. BEAMD can work as a stand‑alone program, as a post‑processor for STRAP, or alongside other CAD systems.

To mitigate these risks, engineers must adopt a multi-faceted approach involving material selection and design detailing. Metallurgically, using steel with low carbon equivalent values and strictly limiting sulfur and phosphorus content reduces the susceptibility to hot cracking. From a design perspective, detailing the connection between the strap and the beam to minimize restraint is vital. This can involve using fillet welds rather than full-penetration welds where possible, or employing staggered welding patterns to reduce heat concentration. Furthermore, non-destructive testing (NDT) methods, such as ultrasonic testing or magnetic particle inspection, are essential for identifying hot cracks immediately after fabrication, ensuring that compromised connections are repaired before the structure is commissioned.

Using STRAP’s structural cross-section modules, define the concrete properties: