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TABLE 4—ALLOWABLE SHEAR(BEAR=)OF SCREW CONNECTION OF COLD FORMED STEEL(P. Q.poundb4erea'A'
' APOW Factor of 8,S S.0.3A
M
W TanMM$11"9N1
N= WScree F.•681W
Brdwa Dwl WWw SAW VAW Dlnrlale lMchl2naaa of llstnllar Wn6e(9P9n Mush)
�a'�(�') 0 10 /4 12u1 0.06— 0.071J 6.1n706 8 Ha 0.18J a.= 5 ST7 355 330n0.16 Has GABS 0.399 510 593 .19n2.14 Hai 0.212 OA152 SM 7S1 75Sn4.13 Has 0.243 0.50087 am 797 826N-18Pan 0.163 031432 M 349 349
no15Pa 0.1MI 0.315 164 252 485 5A 5M
wil Wake 0.153 0.437 162 234 413 tl7 03
010.16 waM 0.106 CA37 164 252 BIG s12 537
Fact: /Md1-25.4mm,1M=4.4N,1aY-6.MMPa.
'For our oawodm,lea ww of 0e almNe cmwdm char act faYrer oher awNlh oeld in Tab,"4 and 5,iuFectiatly,must be and Mr
wRre .ble connection,shear comely four other member Nrinesseu=aoe*M*wdbyante,0~wilhln la bible far the wlua Neal Nve to
salre seal Wage sberyN,F.
sfo colaAste LRFD wHm,nwM*Wuu In the table by the ASO wooly Mdor d 3.0 and n.dlply a8ein Win the LRFD O hider of 0:5.
TABLE 6—FASTENER STRENGTH,poundrtarca'' ' - t y. SL(C W
SCREW NOMINAL FASTENER STRENGTHNOMINAL SCREW SHANK ALLOWABLE FASTEMEA STRENGTH
DISKS
DESICKAT10N MAJOR DIAMETER (
(inch) TwWon.Pw Sher,P, TalMion,IP.AIw! Insists, P
a3-ultra OASS ins 1403 631 40
n0-15 Ha 0.185 2455 - 191a e19 $37
—� 512-14 11,11 �11l. .355� 310.J
n4-13Ha 0.243 ffi5S 4000 7219 1333
WISP" 0.163 1922 1176 -
010-151san 9.186 2765 2028 922 976
W17 Wake 0.163 2059 1452 696 464
note Wake 0.186 2J73 208/ 791 866
Fort: 1 brd=25A M,1 bf=4.4 R 1M11•B.MI MPL
'Far earmian wrmedlerm.one low of the alow W putLwA,pull R,and MaMrer airman sberpN found in Table,2,3,and 5,rapemrcy,must be
used far design.
'For Year w neW ,the aimw of the aomame amedbn shm nd fasla0 shear sbwpth found In Tobin 4 act 5,respecNey,muu to used for
to o ow LRFD noes,rmfd*the NomYW Fauner Sbano wluas in she table by 0e LRFD O Mde of0.5.
'See Saeam 4.1.2 for Imli nor spad0 and wd distance rcadmaa.
O $WNX�D, (** *WOOD
FIGURE 1-1E[WASHER HEAD SCREW FIGURE 2--PAN HEAD SCREW
NOMNiAL HIIam
aHIP IFNGTII
O O
FIGURE 3—WAFER(MTH)HEAD SCREW FIGURE 4--E%PLANATION OF GRIP LENGTH