Estimate quantity of Steel Reinforced rebar of given plan below for the reinforced concrete beams as presented in given cross section below Notes: - Standard hook for main rebar = (!2db) without bend Standard hook for stirrup rebar= 6db without bend Such a Table-2- below must be made to write down length of each bar and obtaining final quantity of steel weight.

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Author:Segui, William T.
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Chapter5: Beams
Section: Chapter Questions
Problem 5.13.2P
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Estimate quantity of Steel Reinforced rebar of given plan below for the reinforced concrete beams as presented in given crose
section below
Notes: -
Standard hook for main rebar = (12db) without bend
Standard hook for stirrup rebar = 6db without bend
Such a Table-2- below must be made to write down length of each bar and obtaining final quantity of steel weight.
350
- 350 -
*350.
2025mm
3016mm
2025mm
+350
Column1-
Ø10mm
3.
3m
Beam1
Вeam2 4
3
3
2025mm
3016mm
2025mm
3Ø16r
Sec 1-1
Sec 2-2
* 700mm +
2
2
* 350 *
350 -
Column2
2025mm
3Ø16mm 2025mm
700mm +
1
Ø10mi
Ø10
2
Beam3
Column3
1
1050mm
5m
2025mm
2025mm
3016mm
Sec 3-3
Sec 4-4
Item
3
Steel Quantity- Kg Ratio of steel-kg/m³
Beam1
Beam2
Beam3
Table L
4m
1050mm
- 450
t 450
450
Transcribed Image Text:Estimate quantity of Steel Reinforced rebar of given plan below for the reinforced concrete beams as presented in given crose section below Notes: - Standard hook for main rebar = (12db) without bend Standard hook for stirrup rebar = 6db without bend Such a Table-2- below must be made to write down length of each bar and obtaining final quantity of steel weight. 350 - 350 - *350. 2025mm 3016mm 2025mm +350 Column1- Ø10mm 3. 3m Beam1 Вeam2 4 3 3 2025mm 3016mm 2025mm 3Ø16r Sec 1-1 Sec 2-2 * 700mm + 2 2 * 350 * 350 - Column2 2025mm 3Ø16mm 2025mm 700mm + 1 Ø10mi Ø10 2 Beam3 Column3 1 1050mm 5m 2025mm 2025mm 3016mm Sec 3-3 Sec 4-4 Item 3 Steel Quantity- Kg Ratio of steel-kg/m³ Beam1 Beam2 Beam3 Table L 4m 1050mm - 450 t 450 450
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