Civil Engineering Reference
In-Depth Information
Moment:
f
S
w
(1930)(0.455)
870
10.95
10.95
11.00
Deflection:
3
(1,650,000)(0.199)
870
3
EI
w
1.62
1.62
11.71
Use studs at 0
11
on center
Design of Studs (Spaced 0 ft 11 in. on Center)
Assuming 2
4 studs (
1
2
3
2
), from Table 20.1
I
5.36 in.
4
,
S
3.06 in.
3
11
12
Load
(870)
797.5 lb/ft
Moment:
(1875)(3.06)
797.5
10.95
29.37
Deflection:
3
(1,760,000)(5.36)
797.5
1.62
36.91
Shear:
180
1.50
3.50
0.9
797.5
2
3.50
12
Hbh
0.9
w
2
h
12
12
(12)
22.80
Use 1
10
spacing of wales on center
22
12
Load on wales
(870)
1595 lb/ft
5000
Maximum tie spacing
1595
3.13
Design of Wales
Assuming two 2
4 wales (
I
2
5.36
10.72 in.
4
,
S
2
3.06
6.12 in.
3
)
Moment:
(1875)(6.12)
1595
10.95
29.37
Deflection:
3
(1,760,000)(6.12)
1595
1.62
30.62
