CE 213 – 18
ENGINEERING UTILITIES
SCHEDULE: TUESDAY / 10: 00 AM – 1:00 PM
NAME: _____________________________
YEAR: ___________
DATE:______________________
A. CHB SIZE = 15 X 20 X 40
CHB FOOTING: THICKNESS =0.15 m WIDTH = 0.25 m
B. COLUMNS
C1
C2
C3
C4
C5
COLUMNS
Dimension
0.20 x 0.20
0.20 x 0.20
0.20 x 0.20
0.20 x 0.20
0.20 x 0.20
Length
4m
6m
9m
11 m
9m
FOOTINGS
WIDTH
LENGTH
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
THICKNESS
0.25
0.25
0.25
0.25
0.25
C. PLASTERING BOTH SIDES OF THE FIREWALL : THICKNESS = 16 mm
COMPUTE THE FOLLOWING :
1.
2.
3.
4.
Quantity of CHB number of pieces (15x20x40)
Quantity of CHB mortar ; Cement and Sand
Quantity of CHB Footing : Cement, sand and gravel
Quantity of aggregates for columns including its
footing : Cement, sand and gravel.
5. Quantity of aggregates for plastering work both sides;
cement and sand
NOTE: Use class B mixture for mortar, CHB footing,
Columns and its footing ang plastering works.
2m
C5
C4
8m
C3
2m
C2
C1
3m
Column footing
line
Floor line
CHB footing
line
1m
4 .0 m
4 .0 m
13 .0 m
2.5 m
m
2.5 m
m