Once the software confirms that the cracks are within safe limits and your flexural/shear capacities are met, use BeamD to produce the final outputs.
Elias nodded, his fingers tracing a blueprint. "We aren't just patching it. We’re going to it."
One common issue users may encounter when using Atir Strap and Beamd is the appearance of cracks in their designs. Cracks can occur due to various factors, including:
Input the specific code parameters (e.g., Eurocode 2 or ACI 318) and specify your material properties. Atir Strap And Beamd With Fix Crack
Structural loads exceeding the original design capacity.
The software alters the structural model's local element stiffness matrices using the newly calculated reduced stiffness metrics. Running a re-solve command applies these localized adjustments across the structure. The resulting real-world cracked deflection figures are then displayed.
Fill the crack with low-viscosity epoxy to re-bond the cracked concrete surfaces. Once the software confirms that the cracks are
: Users can manually define beams by clicking nodes to set start and end points, typically from left to right to maintain local axis consistency.
| Crack Width | Severity | Atir Strap Suitability | |-------------|----------|------------------------| | < 0.3 mm | Cosmetic | Not required | | 0.3 mm – 1.0 mm | Minor | Optional (monitor first) | | 1.0 mm – 3.0 mm | Moderate | Recommended | | > 3.0 mm | Severe | Mandatory + grouting |
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Inside the calculation settings, toggle on long-term effects.
When a crack is successfully injected with structural epoxy or reinforced, the continuity of the concrete matrix is partially or fully restored. Epoxy resins often possess a higher tensile strength than the original concrete, changing the failure plane.