<br />I_i~~r~~ti,::"'"
<br />
<br />~.;:"~~.;-<j,:~n''fr~~~'';;~~~';'~~'ft~.;rrJ:., '~,
<br />
<br />'::;~:(,
<br />
<br />
<br />!... "-'h' ,
<br />....':.,... -
<br />
<br />'----'0'1:.:.;:..:;'-
<br />
<br />
<br />p-n \
<br />
<br />~~:""'pcf-c..~~-'~~~~"~"
<br />~"'~ - D<'"" ~ "'-- s. @
<br />~--' te: D:::t e:z.. ' ~. ~. 26' -=:: 62' e.d ,~. oeI .40' 04'2.'
<br /> 4' r:o: .. Ido -'-. te:IO' 16'A- r-r 10 ,7'.:.- ,..,..,. 1uI... """s; ~z.' 15o~'b: .s:~'
<br /> c.J fI:I,'.J:-' lJ!:o' t7' Go. 17''''' r,:..'OO' ~Go ,G,.o'Z: Is;..~'" ,!;I 7. I!P~' ......' 1-4-'10 14'7.
<br /> -' ,7"0' JGJb. 1&,,'6' ~'IO ,5.".," .s.".s.' .&'%.' Jc::1",,' .....6. 16'&' 14.... .... ~. e:~
<br /> ioI u;,..,.. ~e-' 'EI';: 1&0.4 1oCI.',e.." ~. ......z.. I.4'D" ,etlD ~6" 150'0- f!l!Se. ,&".
<br />. IZ.' 1.4'.b &4.'.,- ~.A. 1,.d.'2:' e...,.Q.D. I~e' ~t:.. ,e:A' I~' ~. 1%..... ,~'e:. 'Z.t~'l..
<br />. ,14' Ld."&>.. ....,.... '~.7. I$'.J;.' I&'.s." Jz.'p" lZ.', " IZ'IO &c..... IZ.~' IZ'.4' .~'z.' ,E.'ol'
<br />
<br /> ..
<br /> "
<br /> C;ELF TAPT-ll<C:
<br /> ".LL<JIoo
<br />Screw D1aal. (HI Area Tens!:'
<br />I Inches Sq. In. PSJ
<br />~- . o .H4 0.0139 55.0Ilr.
<br />10 0.190 0.0174 .
<br />12 0.216 O.1!24t1 .
<br />14 0.242 0...:':1,
<br />1/4. 0.250 0.0317 .
<br />';116. 0.3125 0.0522 .
<br />3i8. 0.3750 0.0773 .
<br />
<br />'I.B~.E; tJ.
<br />, "'~.CI;i.~": SCRto"lS
<br />.. ..,..r: LC"DS
<br />Jf! Sl,,!ar SinC]le
<br />PSI Sh,...,rl
<br />Sel'!\\'
<br />LJ !.t.
<br />.' ~ .00 ~:.4-"
<br />I 41.'
<br />576
<br />734
<br />7(,)
<br />.2~3
<br />.855
<br />
<br />
<br />Doubh. :~ithdu:va:;
<br />Shear Screw
<br />s~re~i Lb..
<br />~~} . ----y67--1
<br />
<br />8.16 209
<br />1. ~,S2 288
<br />1.~68' 367 L
<br />1.522 380 I
<br />J. ; , 506 626
<br />_ 3.710 928
<br />
<br />TA-..P;: 52
<br />WOOD LAG SC~<:W LOADS
<br />USING SOUTHERN PINE S.G., '.55 OR E
<br />W th rawal Lateral Lateral Shear
<br />Lbs. Shear Lbs. w/Heta1
<br />in Penet Lbs. Side Plates
<br />
<br />UIVAJoENT
<br />Hinimum
<br />Wood
<br />Thickne.s
<br />Inches
<br />
<br />laC]
<br />Screw
<br />Size
<br />
<br />
<br /> E
<br />Bolt Embedment 2000. Concrete
<br />Diameter Inchefl Tension
<br /> Lbs.
<br /> >7S
<br /> 1 1/2. 1.5 3.0 757 319 825 352
<br />3/8. 1 1/2. 2.625 5.25 1057 ell! 1184 898
<br />1/2. 2 1/4. 4.0 7.875 1443 1443 1776 1503
<br />
<br />
<br />
<br />c....;Z..........~
<br />
<br />
<br />';fi-.c>--
<br />..............- -=-..c
<br />...,'
<br />
<br />yC.~~ )'/
<br />
<br />/ \ ,
<br />,....~....y... ~ iDI"'CJ c- .-
<br />'"ID ~ .....",.t:..'V'_....dL.
<br />......,... --,
<br />
<br />Vc -e,......"...o..!"......
<br />""^-..- ~ 4:11'"
<br />.... ~.
<br />
<br />]:-~"'-Gl-:_~
<br />-~
<br />~
<br />
<br />1'7!!II:> . .............L.eS;:J.
<br />___ c:-..-.
<br />
<br />1.-.-:.-.- -=--- ~4. ~,l
<br />
<br />I~~c:-. ----~..Q. ...........1
<br />
<br />'j /
<br />1/
<br />
<br />pN;:? TZ:7 otJ:~n::>.-, , j /
<br />~;.T:S. (F=P;ol,.,.-wDL-J...) ~
<br />
<br />~
<br />6LP"PO..PO-
<br />
<br />~~ .'"2:>
<br />Gl.-"'~
<br />(Il-USr SlPE:' I
<br />
<br />. !~ I~'r-:>r-l
<br />
<br />;"~ ~~~,
<br />i.ooe:;po. fiQ. I __... Fk::>Fa-
<br />N"\<:I,-"S! -F"C'- ~
<br />c::.'."""I~~. .-.
<br />
<br />. P-:F<.. -=..IN.=5 ,~-. La:..~..
<br />rf- i-ar ~ t::> I-.o........s C$=
<br />.~.-::..~ EoI--4C.~,
<br />
<br />z,..:~ VV'/ I ,.. z. ~e>. @,
<br />T2:>F-' CIf'U ~:_____
<br />f=:Fr:.c::r-i , - ~ · 6-. 'T""YP':
<br />F.'i:.1I'a:. C'~~ L.P7=q(;;
<br />
<br />
<br />f
<br />I."t:...~. ~ OP'- 1""2:..-'I~'... ~/b'
<br />~.t-~~
<br />~2;'=';~::-.~~_/~
<br />~_~4~~1'<I"IP
<br />~" ~ 1!!!r'-oV" .r>sLIP"V""'- CF
<br />~~~.e.~~N.
<br />'~'~~_resr;'"
<br />~~~~=-..=
<br />~ OON..-.-. ~ '1:b ~
<br />~~;:::~~1
<br />~ ae ~ P'!:::lP"- CJ=U
<br />.. , r -sco-- "".., ......
<br />
<br />. ~ ~e::L. ~
<br />~ f'=E!ei:T" ( I) $RON (r=e:e-
<br />
<br />.e.
<br />Lo
<br />IZ.
<br />&.a-
<br />1&
<br />IGoo
<br />Ii!>
<br />~
<br />,Z2.
<br />CA-
<br />
<br />67": !-:-='>:
<br />,~.=,a..
<br />Z!:E::7 ~ i-, 4- .
<br />z.z::.., r-: c>.
<br />z:.o; :-: (7.
<br />.17, ;..c,.
<br />lGo:::o, ::J.&.
<br />14, ,,7.
<br />:~, ~f5.
<br />
<br />. I
<br />
<br />I~~,~
<br />
|