Structural work example
COLUMN SCHEDULE
Stirrup Steel
Dia @ spacing(mm)
CG1
M20
230 x 350
4 16
#8 @ 200 c/c
CG2
M20
230 x 450
6 16
#8 @ 200 c/c
450
Main Steel
Nos - Dia(mm)
350
Concrete
Grade
Size(mm)
COLUMN GROUP
4#16
Cross Section
6#16
230
230
CG1
CG2
BEAM SCHEDULE
Group Beams Size in
mm
BG1
BG2
Bottom Steel
Bent/Curt
Str
B1-4, 230 x 300
B7-10,
B12-18,
B20-26.
B5,B6 230 x 300
B11,B19
2-#16
2-#16
---
Top Steel
Stirrups
dia-Spac
Nos
#8-@ 100
---
1-#16
2-#16
#8-@ 100
300
2#16 ST
1#16 CT
2#16 ST
300
2#16 ST
2#16 ST
230
BG1
230
BG2
Schedule of Footings -Flat Footings
Footing Group
Column
PCC Size
Footing Size
Total
Nos
X - Y mm
X - Y mm
Depth mm || to X mm
|| to Y mm
FG1
C1,3,6,17,18
1700 x 1850
1400 x 1550
800
13 - #12
11 - #12
FG2
C2,4,5,7,8,9,10,11,
1800 x 2000
1500 x 1700
800
14 - #12
12 - #12
C12,13,14,15,16
230
Steel
Steel
230
PLAN C2,C4,C5,C7,C8,C9,C10,C11,C12,C13,C14,C15,C16
(FG2)
Y
Y
230
X
1400
SectionX-X
450
X
12#12
800
50
150
150
50
11#12
800
350
X
1550
X
13#12
PLAN C1,C3,C6,C17,C18
(FG1)
Y
1500
1400
14#12
Y
1500
SectionX-X
1700
230