) 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.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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
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
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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