Question 2 Estimate the quantity of Steel Reinforcement from given schedule bar table 4 for the reinforced concrete beams as presented in plan below. Note:- 1. All the bar spaces are c/c, assume beam clear cover= 40mm 2. Assume that Ysteel = 7850Kg/m³ and Standard bar hook= (12db+3db) for diverse bar diameter. 3. Assume half of rotated columns is 0.4m Bar Tag Bar Categories Top Continuous bar Length Bar No. 20mm Bottom Continuous bar B1 Top cut off bar Bottom cut off bar Top Continuous bar Bottom Continuous bar Top cut off bar Bottom cut off bar Top Continuous bar Bottom Continuous bar Top cut off bar Bottom cut off bar 150mm 5020mm B2 B3 -5020mm +600mm Sec A-A Total Steel Length in meter Weight in kg per m.l Total Weight in Kg 150mm O 5020mm 2020mm. 600mm Sec B-B Figure 1; Cross-Section of Reinforced Concrete Beams 650mm 2020mm -5020mm 650mm 600mm Sec C-C

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Question 2
Estimate the quantity of Steel Reinforcement from given schedule bar
table 4 for the reinforced concrete beams as presented in plan below.
Note:-
1. All the bar spaces are c/c, assume beam clear cover= 40mm
2.
3.
Assume that Ysteel = 7850Kg/m³ and Standard bar hook= (12dь+3 db) for
diverse bar diameter.
Assume half of rotated columns is 0.4m
Bar Tag Bar Categories
Length Bar No. 20mm
Top Continuous bar
Bottom Continuous bar
B1
Top cut off bar
Bottom cut off bar
Top Continuous bar
Bottom Continuous bar
C
B2
Top cut off bar
Bottom cut off bar
Top Continuous bar
Bottom Continuous bar
B3
Top cut off bar
Bottom cut off bar
Total Steel Length in meter
Weight in kg per m.l
Total Weight in Kg
-5020mm
-d
150mm
5020mm
600mm
Sec A-A
650mm
2020mm
-650mm
150mm
5020mm
2020mm
+600mm
Sec B-B
Figure 1; Cross-Section of Reinforced Concrete Beams
-5020mm
-650mm
600mm*
Sec C-C
was
Transcribed Image Text:Question 2 Estimate the quantity of Steel Reinforcement from given schedule bar table 4 for the reinforced concrete beams as presented in plan below. Note:- 1. All the bar spaces are c/c, assume beam clear cover= 40mm 2. 3. Assume that Ysteel = 7850Kg/m³ and Standard bar hook= (12dь+3 db) for diverse bar diameter. Assume half of rotated columns is 0.4m Bar Tag Bar Categories Length Bar No. 20mm Top Continuous bar Bottom Continuous bar B1 Top cut off bar Bottom cut off bar Top Continuous bar Bottom Continuous bar C B2 Top cut off bar Bottom cut off bar Top Continuous bar Bottom Continuous bar B3 Top cut off bar Bottom cut off bar Total Steel Length in meter Weight in kg per m.l Total Weight in Kg -5020mm -d 150mm 5020mm 600mm Sec A-A 650mm 2020mm -650mm 150mm 5020mm 2020mm +600mm Sec B-B Figure 1; Cross-Section of Reinforced Concrete Beams -5020mm -650mm 600mm* Sec C-C was
B2-8m
RC Beam
Sec B-B
Sec A-A
Sec A-A
C1 (0,8x0,8)m
Sec A-A-
Sec 8-B
A
Sec A-A-
143.9*
Sec A-A
Sec A-
Sec B-B
Sec C-C
Sec C-C
Soc B-B
Sec
Sec C-C
-3.185m
Sac A-A-D
83=4.5m
Sec B-B
-Sec 8-8
C1 (0,8x0,8)m
DBT
Figure 2: Plan of Reinforced Concrete Beams
Sec A-A
-C1 (0.8x0.8)m
Transcribed Image Text:B2-8m RC Beam Sec B-B Sec A-A Sec A-A C1 (0,8x0,8)m Sec A-A- Sec 8-B A Sec A-A- 143.9* Sec A-A Sec A- Sec B-B Sec C-C Sec C-C Soc B-B Sec Sec C-C -3.185m Sac A-A-D 83=4.5m Sec B-B -Sec 8-8 C1 (0,8x0,8)m DBT Figure 2: Plan of Reinforced Concrete Beams Sec A-A -C1 (0.8x0.8)m
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