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

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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