Term project 1- Estimate no. pieces of each size of ( Joist - Stringer - Shores ) for Slab Formwork 2- Estimate no. pieces of each size of ( Sheathing - Stud - Wales - Ties - Bracing ) for W2

1. ENG. ESRAA HUSSEIN MOHAMED

2. W2
W1
C1
C1
C1
C2
C2C3C2
C2
C3 C3 C3
C3
ID: 14104622
X
Y Z
M4.3 4.14.24.4
3.89
2.06
2.79
1.72
3.25 3.25
Ljoist = 50 cm
Lstringer= 95 cm
Lshore = 120 cm

3. W2
W1
C1
C1
C1
C2
C2C3C2
C2
C3 C3 C3
C3
4.3 4.14.24.4
3.89
2.06
2.79
1.72
3.25
A1
A2
A4
No. of Joist =
!"#$%& '( )*+,
!!"#$%
+ 1
For A1:-
No. of Joist =
-./
/.
= 8.1 = 9
3.25
A3
Ljoist = 50 cm
8.74
4.2m à (3* 4.2) = 12.6 m
Waste = 12.6 – 8.74 = 3.86 m
3m à (3 * 3) = 9 m
Waste = 9 – 8.74 = 0.26 m
2.7 m à (4* 2.7) = 10.8 m
Waste = 10.8 – 8.74 = 2.06 m
No. of Joist = 9 * 3 = 27 plank ( 3m )
For A2:-
No. of Joist =
01/
/.
+ 1 = 20.5 = 21
4.2m à (3* 4.2) = 12.6 m
Waste = 12.6 – 10.46 = 2.14 m
3m à (4 * 3) = 12 m
Waste = 12 – 10.46 = 1.54 m
2.7 m à (4* 2.7) = 10.8 m
Waste = 10.8 – 10.46 = 0.34 m
10.46
No. of Joist = 21* 4 = 84 plank ( 2.7m )

4. W2
W1
C1
C1
C1
C2
C2C3C2
C2
C3 C3 C3
C3
4.3 4.14.24.4
3.89
2.06
2.79
1.72
3.25
A1
A2
A4
For A3:-
No. of Joist =
23.
/.
= 6.4 = 7
3.25
A3
8.74
4.2m à (1* 4.2) = 4.2 m
Waste = 4.2 – 4.14 = 0.06 m
3m à (2 * 3) = 6 m
Waste= 6 – 4.14 = 1.86 m
2.7 m à (2* 2.7) = 5.4 m
Waste = 5.4 – 4.14 = 1.26 m
No. of Joist = 7 * 1 = 7 plank ( 4.2 m )
For A4:-
No. of Joist =
3.3./
/.
+ 1 = 5.05 = 6
4.2m à (1* 4.2) = 4.2 m
Waste = 4.2 – 3.25 = 0.95 m
3m à ( 2 * 3) = 6m
Waste = 6 – 3.25 = 2.75 m
2.7 m à (2* 2.7) = 5.4 m
Waste = 5.4 – 3.25 = 2.15 m
10.46
No. of Joist = 6* 1 = 6 plank (4.2m )
4.14
Ljoist = 50 cm

5. W2
W1
C1
C1
C1
C2
C2C3C2
C2
C3 C3 C3
C3
4.3 4.14.24.4
3.89
2.06
2.79
1.72
3.25
A1
A2
A4
No. of Stringer =
567%& '( )*+,
!$%&#'()&
+ 1
For A1:-
No. of Stringer =
-8-
0/
+ 1 = 5.36 = 63.25
A3
4.2m à (5* 4.2) = 21 m
Waste = 21 – 17 = 4m
3m à (6* 3) = 18 m
Waste = 18 – 17 = 1m
2.7 m à (7* 2.7) = 18.9 m
Waste = 18.9 – 17 = 1.9 m
No. of Stringer = 6 * 6 = 36 plank ( 3m )
For A2:-
No. of Stringer =
-9.
0/
= 4.84 = 5
4.2m à (4* 4.2) = 16.8 m
Waste = 16.8 – 13.8 = 3 m
3m à ( 5 * 3) = 15 m
Waste = 15 – 13.8 = 1.2 m
2.7 m à ( 6 * 2.7) = 16.2 m
Waste = 16.2 – 13.8 = 2.4 m
Lstringer= 95 cm
No. of Stringer = 5 * 5 = 25 plank (3m )

6. W2
W1
C1
C1
C1
C2
C2C3C2
C2
C3 C3 C3
C3
4.3 4.14.24.4
3.89
2.06
2.79
1.72
3.25
A1
A2
A4
For A3:-
No. of Stringer =
813
0/
= 1.81 = 2
3.25
A3
4.2m à (3* 4.2) = 12.6 m
Waste = 12.6 – 9.75 = 2.85m
3m à (4* 3) = 12 m
Waste = 12 – 9.75 = 2.25m
2.7 m à (4* 2.7) = 10.8 m
Waste = 10.8 – 9.75= 1.05 m
No. of Stringer = 2 * 4 = 8 plank ( 2.7 m )
For A4:-
No. of Stringer =
23/
0/
= 3.42
= 4 𝑝𝑙𝑎𝑛𝑘𝑠 (2.7𝑚)
Lstringer= 95 cm

7. W2
W1
C1
C1
C1
C2
C2C3C2
C2
C3 C3 C3
C3
4.3 4.14.24.4
3.89
2.06
2.79
1.72
3.25
A1
A2
A43.25
A3
Lshore= 120 cm
No. of shores =
!"#$&% '( )*+,
!$*"&)
+ 1
For A1:-
No. of Shores =
81..
83.
+ 1 = 15.17
= 16 shores / stringer
Total No. of Shores = No.of shores / stringer *
No. of stringer rows
= 16 * 6 = 96 shores
For A2:-
No. of Shores =
82:.
83.
+ 1 = 12.5
= 13 shores / stringer
Total No. of Shores = No.of shores / stringer *
No. of stringer rows
= 13 * 5 = 65 shores
For A3:-
No. of Shores =
01/
83.
+ 1 = 9.125
= 10 shores / stringer
Total No. of Shores = No.of shores / stringer *
No. of stringer rows
= 10 * 2 = 20 shores

8. W2
W1
C1
C1
C1
C2
C2C3C2
C2
C3 C3 C3
C3
4.3 4.14.24.4
3.89
2.06
2.79
1.72
3.25
A1
A2
A43.25
A3
Lshore= 120 cm
No. of shores =
!"#$&% '( )*+,
!$*"&)
+ 1
For A4:-
No. of Shores =
3.3./
83.
+ 1 = 2.6875
= 3 shores / stringer
Total No. of Shores = No. of shores / stringer *
No. of stringer rows
= 3 * 4 = 12 shores

9. 3.25 2.75
2.5
2.75
W2

10. 325 280
250275
330
275
250
270
25
1à 1”*6”
1à 1”*4”
30
2à1”*6”
18à1”*6” + 1à1”*4”
16à1”*6” + 1à1”*4”
17à1”*6” + 2à1”*4”
21à1”*6”+1à1”*4” 17à1”*6” + 2à1”*4”
16à1”*6” + 1à1”*4”
18à1”*6”
22à1”*6”
Total 1”*6”à 108 plank (3m)
Total 1”*4”à 9 plank (3m)
Total 1”*6”à 110 plank (3m)
Total 1”*4”à 6 plank (3m)

11. 330
275
250
270
30

12. 330
275
250
270
30
Lstud= 35 cm Lwale= 50 cm Ltie= 80 cm
F 330V = 10 𝑠𝑡𝑢𝑑𝑠
F 270V = 10 𝑠𝑡𝑢𝑑𝑠
F 30V = 10 𝑠𝑡𝑢𝑑𝑠
F 250H = 10 𝑠𝑡𝑢𝑑𝑠
F 275H = 10 𝑠𝑡𝑢𝑑𝑠
No. of studs =
7899 :;<=>?
@!"#$
+ 1
=
ABB
AC
+ 1 = 9.57 = 10 𝑠𝑡𝑢𝑑𝑠
4.2m
2.7m
1.2m
2.7m
3 m
} * 2

13. 330
275
250
270
30
Lstud= 35 cm Lwale= 50 cm Ltie= 80 cm
No. of double wales F250H =
7899 @;D=?> E FB
@%&'(
+ 1
=
GCB E FB
CB
+ 1 = 4.8 = 5 𝑑𝑜𝑢𝑏𝑙𝑒 𝑤𝑎𝑙𝑒𝑠/𝑠𝑖𝑑𝑒
No. of double wales F270V =
7899 @;D=?> E FB
@%&'(
+ 1
=
GHB E FB
CB
+ 1 = 5.2 = 6 𝑑𝑜𝑢𝑏𝑙𝑒 𝑤𝑎𝑙𝑒𝑠/𝑠𝑖𝑑𝑒
Total No. of Wales Planks = [(5*2*2)*2] + (6*2*2)
= 64 plank (3m)

14. 330
275
250
270
30
Lstud= 35 cm Lwale= 50 cm Ltie= 80 cm
No. of ties/ double wale =
7899 :;<=>?E FB
@")(
+ 1
=
ABB E FB
IB
+ 1 = 4 𝑡𝑖𝑒𝑠/𝑑𝑜𝑢𝑏𝑙𝑒𝑤𝑎𝑙𝑒
Total No. of Ties = (4 * 6)+(4*5*2) = 64 𝑡𝑖𝑒𝑠
S =
J
JK
=
GL.LH
A.AH
= 7.26 m
No. of Spacing =
7899 @;D=?>
* =
A.A
H.GF
= 0.45 =1
No. of bracer for W2 /side = No. of spacing +1 = 2 bracer (3m)
Total No. of bracer for W2 = ( 2 * 2 ) + 2 = 6 bracer (3m)