WT. PER LINEAL FOOT: 4 LBS.

Span

Allowable Deflection
(inches)

Simple Span
4'-0"
0.13
3080R
4'-6"
0.15
2740R
5'-0"
0.17
2020*
5'-6"
0.18
1510*
6'-0"
0.20
1160*
6'-6"
0.22
920*
7'-0"
0.23
730*
7'-6"
0.25
595*
8'-0"
0.27
490*
8'-6"
0.28
405*
9'-0"
0.30
345*
9'-6"
0.32
295*
10'-0"
0.33
250*
=1/360
Beam Load Span Table
R= Reaction Governs
*= Deflection Governs
F.O.S.=2.2:1

WT. PER LINEAL FOOT: 4 LBS.

Span

Allowable Deflection
(inches)

Simple Span
4'-0"
0.13
4050R
4'-6"
0.15
3600R
5'-0"
0.17
3240R
5'-6"
0.18
2950R
6'-0"
0.20
2333*
6'-6"
0.22
1840*
7'-0"
0.23
1465*
7'-6"
0.25
1195*
8'-0"
0.27
990*
8'-6"
0.28
810*
9'-0"
0.30
690*
9'-6"
0.32
590*
10'-0"
0.33
490*
=1/360
Stringer Load Span Table
R= Reaction Governs
*= Deflection Governs
F.O.S.=2.2:1

W8X10 STEEL BEAM

WT. PER LINEAL FOOT: 4 LBS.