Civil Engineering Reference
In-Depth Information
Ta ble 1-6
Head Diameters
Head Diameter
Screw Gauge
Screw Diameter
Flat
Round
Oval
0
0.060
0.112
0.106
0.112
1
0.073
0.138
0.130
0.138
2
0.086
0.164
0.154
0.164
3
0.099
0.190
0.178
0.190
4
0.112
0.216
0.202
0.216
5
0.125
0.242
0.228
0.242
6
0.138
0.268
0.250
0.268
7
0.151
0.294
0.274
0.294
8
0.164
0.320
0.298
0.320
9
0.177
0.346
0.322
0.346
10
0.190
0.371
0.346
0.371
11
0.203
0.398
0.370
0.398
12
0.216
0.424
0.395
0.424
13
0.229
0.450
0.414
0.450
14
0.242
0.476
0.443
0.476
15
0.255
0.502
0.467
0.502
16
0.268
0.528
0.491
0.528
17
0.282
0.554
0.515
0.554
18
0.394
0.580
0.524
0.580
20
0.321
0.636
0.569
0.636
22
0.347
0.689
0.611
0.689
24
0.374
0.742
0.652
0.742
26
0.400
0.795
0.694
0.795
28
0.426
0.847
0.735
0.847
30
0.453
0.900
0.777
0.900
Strength of Wood Screws
Table 1-7 gives the safe resistance, or safe load (against pulling out),
in pounds per linear inch of wood screws when inserted across the
grain. For screws inserted with the grain, use 60 percent of these
values.
The lateral load at right angles to the screw is much greater than
that of nails. For conservative designing, assume a safe resistance of a
No. 20 gauge screw at double that given for nails of the same length,
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