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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Please Make a correct table and estimate ( will surely give a like if correct)

FLOOR
SLAD
SECONDARY
GROUND FLOOR
BEAM
MAIN BLAM
ww
ñ
306
·3°SM
BASEMENT
30CM
25
30cm
142em4
10 HELICAL BINDING AT 10 CM
TOMM BINDERS ()
40CH STAG
6-82mm BARS ()
BCM BCM LEAN CONCRETE
2'5M SQUARE-
60031
SEC IN ON AA
(LARGED)
ANENURME VERAN
8-33MM
SPLICE BARS (b)
OM INDERS TO SPLICE BARS (d)
-16MM AT IS CH C/C IN BOTH DIRECTIONS (F)
SON CLEAR COVER
ww
FIG. 4-14
problem 4-An octagonal column having 52cm internal and 60cm external diameters is
reinforced with 8nos. 32 mm longitudinal bars and 10mm 8 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 16mme 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.
Transcribed Image Text:FLOOR SLAD SECONDARY GROUND FLOOR BEAM MAIN BLAM ww ñ 306 ·3°SM BASEMENT 30CM 25 30cm 142em4 10 HELICAL BINDING AT 10 CM TOMM BINDERS () 40CH STAG 6-82mm BARS () BCM BCM LEAN CONCRETE 2'5M SQUARE- 60031 SEC IN ON AA (LARGED) ANENURME VERAN 8-33MM SPLICE BARS (b) OM INDERS TO SPLICE BARS (d) -16MM AT IS CH C/C IN BOTH DIRECTIONS (F) SON CLEAR COVER ww FIG. 4-14 problem 4-An octagonal column having 52cm internal and 60cm external diameters is reinforced with 8nos. 32 mm longitudinal bars and 10mm 8 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 16mme 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.
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