COLUMN SCHEDULE С-1 С-2 FTB-1 .30 .25 MAIN BAR: MAIN BAR: .25 MAIN BAR: 3-016mm 3-012mm 3-Ø12mm 2-016mm 2-012mm 3-Ø16mm 3-012mm 3-012mm TIES : Ø10 mm 2@50,4@100,6@200 REST @ 250mm TO CENTER TIES : Ø10 mm 2@50,4@100,6@200 REST @ 250mm TO CENTER TIES : Ø10 mm 2@50,4@100,6@150 REST @ 200mm TO FOOTING SCHEDULE FOOTING MARK FOOTING DIMENSIONS (mm) REINFORCEMENT REMARKS LENGTH WIDTH (L) (W) DEPTH Thickness BAR X (D) BAR Y (t) F-1 1500 1500 1500 300 8-16Ø 8-16Ø SQUARE FOOTING F-2 1200 1200 1000 300 6-16Ø 6-16Ø SQUARE FOOTING F-3 1000 1000 1000 300 5-16Ø 5-16Ø SQUARE FOOTING FTB-1 250 300 3-12Ø 3-120 FTG. TIE BEAM - - WALL FOOTING WF-1 300 400 150 GROUND FLOOR LEVEL
COLUMN SCHEDULE С-1 С-2 FTB-1 .30 .25 MAIN BAR: MAIN BAR: .25 MAIN BAR: 3-016mm 3-012mm 3-Ø12mm 2-016mm 2-012mm 3-Ø16mm 3-012mm 3-012mm TIES : Ø10 mm 2@50,4@100,6@200 REST @ 250mm TO CENTER TIES : Ø10 mm 2@50,4@100,6@200 REST @ 250mm TO CENTER TIES : Ø10 mm 2@50,4@100,6@150 REST @ 200mm TO FOOTING SCHEDULE FOOTING MARK FOOTING DIMENSIONS (mm) REINFORCEMENT REMARKS LENGTH WIDTH (L) (W) DEPTH Thickness BAR X (D) BAR Y (t) F-1 1500 1500 1500 300 8-16Ø 8-16Ø SQUARE FOOTING F-2 1200 1200 1000 300 6-16Ø 6-16Ø SQUARE FOOTING F-3 1000 1000 1000 300 5-16Ø 5-16Ø SQUARE FOOTING FTB-1 250 300 3-12Ø 3-120 FTG. TIE BEAM - - WALL FOOTING WF-1 300 400 150 GROUND FLOOR LEVEL
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
determine the amount of cement, sand, and gravel for footings (including column below natural ground line) and lab on fill. Use Class A mixture.
![COLUMN SCHEDULE
C-1
C-2
FTB-1
30
MAIN BAR:
25
MAIN BAR:
.25
MAIN BAR:
3-016mm
3-012mm
3-Ø12mm
2-016mm
2-012mm
3-Ø16mm
3-012mm
3-Ø12mm
TIES : Ø10 mm
2@50,4@100,6@200
REST @ 250mm TO
CENTER
TIES : Ø10 mm
2@50,4@100,6@200
REST @ 250mm TO
CENTER
TIES : Ø10 mm
2@50,4@100,6@150
REST @ 200mm TO
FOOTING SCHEDULE
FOOTING
FOOTING DIMENSIONS (mm)
REINFORCEMENT
REMARKS
MARK
LENGTH
(L)
DEPTH Thickness BARX
(D)
WIDTH
BAR Y
(W)
(t)
F-1
1500
1500
1500
300
8-16Ø
8-16Ø
SQUARE FOOTING
F-2
1200
1200
1000
300
6-16Ø
6-16Ø
SQUARE FOOTING
F-3
1000
1000
1000
300
5-16Ø
5-16Ø
SQUARE FOOTING
FTB-1
250
300
3-12Ø
3-12Ø
FTG. TIE BEAM
WALL FOOTING
WF-1
300
400
150
GROUND FLOOR LEVEL](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fdd585564-e5de-4539-9039-a3410db0d11a%2F73a5cdad-c46b-472e-9988-44a1863934c2%2Frdjo4pc_processed.png&w=3840&q=75)
Transcribed Image Text:COLUMN SCHEDULE
C-1
C-2
FTB-1
30
MAIN BAR:
25
MAIN BAR:
.25
MAIN BAR:
3-016mm
3-012mm
3-Ø12mm
2-016mm
2-012mm
3-Ø16mm
3-012mm
3-Ø12mm
TIES : Ø10 mm
2@50,4@100,6@200
REST @ 250mm TO
CENTER
TIES : Ø10 mm
2@50,4@100,6@200
REST @ 250mm TO
CENTER
TIES : Ø10 mm
2@50,4@100,6@150
REST @ 200mm TO
FOOTING SCHEDULE
FOOTING
FOOTING DIMENSIONS (mm)
REINFORCEMENT
REMARKS
MARK
LENGTH
(L)
DEPTH Thickness BARX
(D)
WIDTH
BAR Y
(W)
(t)
F-1
1500
1500
1500
300
8-16Ø
8-16Ø
SQUARE FOOTING
F-2
1200
1200
1000
300
6-16Ø
6-16Ø
SQUARE FOOTING
F-3
1000
1000
1000
300
5-16Ø
5-16Ø
SQUARE FOOTING
FTB-1
250
300
3-12Ø
3-12Ø
FTG. TIE BEAM
WALL FOOTING
WF-1
300
400
150
GROUND FLOOR LEVEL
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