1. Understanding the Core Mechanics of Cracking in ATIR Software
[Define Geometry & Load Cases] ──> [Run Initial Elastic Analysis] │ [Rebar Redesign in BEAMD] <── [Extract Cracked Section Properties] │ [Iterate Final Deflection Check] Step 1: Geometry Definition and Load Categorization
Note: The keyword contains a possible typo ("Beamd" instead of "Beam"). This article is optimized for the assumed search intent: repairing cracked RCC beams using Atir straps (steel tension straps).
You cannot simply cover a crack with a strap. The crack itself must be bonded.
If the analyzed beam reveals crack widths exceeding allowable code tolerances (typically for internal environments under Eurocode 2 or ACI 318 rules), or if deflections surpass span limits (
With proper surface preparation and corrosion protection, >25 years.
design, detailing, and drafting of reinforced concrete (RC) beams
Each node is governed by six degrees of freedom (three translational, three rotational).
: Supports 1D beam elements, 2D shell/slab elements, and 3D solid elements. It also automates the conversion of BIM (IFC) and CAD (DXF) models into analytical models. Advanced Analysis
Check the stress levels in the structural strap at ultimate limit state (ULS) load combinations.
The most common application for a single vertical or stepped crack is "strapping," also known as .
Because cracks opening/closing and tension-only straps introduce geometric and material non-linearities, you must run a in STRAP. Linear analysis will yield incorrect results. Step 2: Boundary Condition Check
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