oblem 4-An octagonal column having 52cm internal and 60cm external diameters is reinforced with 8nos. 32 mm longitudinal bars and 10mm helical binders placed at 10 cm c/c. The depth of base slab at column face is Im and taper it down to 30 cm at the odges. The slab is 2.5m square at the base and and 66cm square at column face reinforced with 16mm bars at 15cm c/c. The reinforcement of longitudinal bars has been pro- jected 90cm above roof level to from an internal dia. of 42cm at floor. Arrangements of splice bars and all other details has been shown in the drawing. Assuming wt. of 32mm. 16mm and 10mm dia. bars are 6-31 kg. 1·58 kg and 0.62 kg per rm respectively, prepare an estimate for shuttering, concreting and reinforcement assuming your own market rates.
oblem 4-An octagonal column having 52cm internal and 60cm external diameters is reinforced with 8nos. 32 mm longitudinal bars and 10mm helical binders placed at 10 cm c/c. The depth of base slab at column face is Im and taper it down to 30 cm at the odges. The slab is 2.5m square at the base and and 66cm square at column face reinforced with 16mm bars at 15cm c/c. The reinforcement of longitudinal bars has been pro- jected 90cm above roof level to from an internal dia. of 42cm at floor. Arrangements of splice bars and all other details has been shown in the drawing. Assuming wt. of 32mm. 16mm and 10mm dia. bars are 6-31 kg. 1·58 kg and 0.62 kg per rm respectively, prepare an estimate for shuttering, concreting and reinforcement assuming your own market rates.
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.6.3P
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