RC Beam Designer
Multi-Panel System · IS 456:2000 · Professional Grade
1. Main Panel (S1) Data
2. Adjacent Panels (Geometry)
*Adj slabs inherit Load/Thickness from S1. Enter perp. spans.
| Beam | Adj Exists? | Perp. Span (m) |
|---|---|---|
| B1 (Top) | ||
| B2 (Right) | ||
| B3 (Bot) | ||
| B4 (Left) |
3. Adjacent Slab Panels (Overrides)
| Pos | Beam | Override Settings |
|---|---|---|
| Top | B1 |
|
| Right | B2 |
|
| Bot | B3 |
|
| Left | B4 |
|
4. Design Constants
5. Individual Beam Config
| Beam | b (mm) | D (mm) | Fix? | L-End | R-End |
|---|---|---|---|---|---|
| B1 | |||||
| B2 | |||||
| B3 | |||||
| B4 |
* Cant = Fixed End. Other end is Free.
6. Design Summary
7. Detailed Beam Report
| Codal Compliance Checklist (IS 456:2000) | |||
| Check | Clause | Status | Remark |
|---|---|---|---|
Note: Shear check uses τc,max envelope. Detailed τc interpolation used for stirrup design. Moments assumed elastic without redistribution as per IS 456.