) You are assigned to calculate and determine the quantity for Work Below Lowest Floor Finish (WBLFF) element of a computer lab building. Based on FIGURE Q2(a) and FIGURE Q2(b), perform a quantity measurement of the concrete for pad footing, column stump and ground beam (in m³) in taking-off dimension form.
) You are assigned to calculate and determine the quantity for Work Below Lowest Floor Finish (WBLFF) element of a computer lab building. Based on FIGURE Q2(a) and FIGURE Q2(b), perform a quantity measurement of the concrete for pad footing, column stump and ground beam (in m³) in taking-off dimension form.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![(b)
You are assigned to calculate and determine the quantity for Work Below
Lowest Floor Finish (WBLFF) element of a computer lab building. Based on
FIGURE Q2(a) and FIGURE Q2(b), perform a quantity measurement of the
concrete for pad footing, column stump and ground beam (in m³) in taking-off
dimension form.
PAD FOUNDATION REINFORCEMENT SCHEDULE
GROUND LEVEL
GROUND FLOOR LEVEL
125mm THK. CONC. BED
175mm THK. HARDCORE
GROUND BEAM
STUMP
MAIN BAR
(LINKS = R6@150mm c/c)
REINFORCEMENT AND SIZE
REFER TO FOOTING SCHEDULE
200-
SOMM THK LEAN CONC.
B or L
FOOTING SCHEDULE
Туре
В xLxH
Main Reinforcement
1500 x 1500 x 600
T20@150 (BW)
F1
NOTES :
1. ALL DRAWINGS ARE NOT TO SCALE
2. ALL DIMENSIONS ARE IN MILIMETRE (MM)
UNLESS OTHERWISE NOTED.
3. ALL CONCRETE COVERS SHALL BE 40
мм THICK
4. LEAN CONCRETE SHALL BE OF GRADE 7
CONCRETE
5. PAD FOOTING, COLUMN STUMP AND GROUND
BEAM SHALL BE OF GRADE 25 CONCRETE
FIGURE Q2 (a): Details of pad footing
HEIGHT. 1050
450 LAP
LINKS](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F117726c7-7b34-4e69-a2a1-a28f1dfb46f7%2F3df5df20-c390-43ac-bb87-03d08a1a5656%2F9v5lykc_processed.png&w=3840&q=75)
Transcribed Image Text:(b)
You are assigned to calculate and determine the quantity for Work Below
Lowest Floor Finish (WBLFF) element of a computer lab building. Based on
FIGURE Q2(a) and FIGURE Q2(b), perform a quantity measurement of the
concrete for pad footing, column stump and ground beam (in m³) in taking-off
dimension form.
PAD FOUNDATION REINFORCEMENT SCHEDULE
GROUND LEVEL
GROUND FLOOR LEVEL
125mm THK. CONC. BED
175mm THK. HARDCORE
GROUND BEAM
STUMP
MAIN BAR
(LINKS = R6@150mm c/c)
REINFORCEMENT AND SIZE
REFER TO FOOTING SCHEDULE
200-
SOMM THK LEAN CONC.
B or L
FOOTING SCHEDULE
Туре
В xLxH
Main Reinforcement
1500 x 1500 x 600
T20@150 (BW)
F1
NOTES :
1. ALL DRAWINGS ARE NOT TO SCALE
2. ALL DIMENSIONS ARE IN MILIMETRE (MM)
UNLESS OTHERWISE NOTED.
3. ALL CONCRETE COVERS SHALL BE 40
мм THICK
4. LEAN CONCRETE SHALL BE OF GRADE 7
CONCRETE
5. PAD FOOTING, COLUMN STUMP AND GROUND
BEAM SHALL BE OF GRADE 25 CONCRETE
FIGURE Q2 (a): Details of pad footing
HEIGHT. 1050
450 LAP
LINKS
![4000
2T12
2T12
R6@150mm
TYPICAL GROUND BEAM CROSS SECTION (150 x 450)
150
450
4T12
8T12
450
450
R6@150mm
R6@150mm
SECTION 1-1:
SECTION 2-2: COLUMN/
GROUND BEAM
COLUMN STUMP
FIGURE Q2 (b): Details of Ground Beam and Column Stump](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F117726c7-7b34-4e69-a2a1-a28f1dfb46f7%2F3df5df20-c390-43ac-bb87-03d08a1a5656%2F1qnr7fe_processed.png&w=3840&q=75)
Transcribed Image Text:4000
2T12
2T12
R6@150mm
TYPICAL GROUND BEAM CROSS SECTION (150 x 450)
150
450
4T12
8T12
450
450
R6@150mm
R6@150mm
SECTION 1-1:
SECTION 2-2: COLUMN/
GROUND BEAM
COLUMN STUMP
FIGURE Q2 (b): Details of Ground Beam and Column Stump
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