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.
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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc8ae224f-e72b-49ac-a65a-c8c0bd80d36a%2Febc9e0fb-1972-48c7-8eb2-b8d2b3b3eaac%2Fth8meu_processed.jpeg&w=3840&q=75)
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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