Tgk RC Rect Beam F-S-T Design¶
🔵 Pro 📌 Core GUID: {26D74F8B-1D11-4C63-ABF8-8F4891E2C493}
RcRectBeamFlexureShearTorsionDesign · Component\_6_Design_Concrete\Comp_Design_Concrete.cs
矩形梁弯剪扭配筋
Inputs¶
| Parameter | Nickname | Type | Description |
|---|---|---|---|
| 300 | double width = | ||
| 600 | double height = | ||
| 60 | double topCoverToRebarCenter = | ||
| 60 | double bottomCoverToRebarCenter = | ||
| 40 | double stirrupCenterCover = | ||
| true | 0, double stirrupSpacing = 100, bool useKiloUnits = |
Outputs¶
| Parameter | Nickname | Type | Description |
|---|---|---|---|
| Top Steel | AsTop | double | 顶部所需纵筋面积(mm²) |
| Bottom Steel | AsBot | double | 底部所需纵筋面积(mm²) |
| Compression Steel | AsC | double | 受压区所需纵筋面积(mm²) |
| Min Tension Steel | AsMin | double | 最小受拉纵筋面积(mm²) |
| Shear Stirrup A/s | Av/s | double | 受剪所需箍筋面积比 Asv/s(mm²/mm) |
| Torsion Stirrup A/s | At/s | double | 受扭所需单肢闭合箍筋面积比 At/s(mm²/mm) |
| Combined Stirrup A/s | A/s | double | 满足弯剪扭要求的单个闭合箍筋总面积比(mm²/mm) |
| Stirrup Area @s | A@s | double | 按输入间距 s 折算的单个闭合箍筋总面积(mm²) |
| Torsion Longitudinal | Atl | double | 抗扭纵筋面积(mm²) |
| Effective Depth | h0 | double | 受弯计算有效高度 h0(mm) |
| Beta t | bt | double | 剪扭相关系数 βt |
| Summary | S | string | 计算说明与诊断 |
📝 Additional Notes¶
(Add usage examples, notes, etc. here)