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Calculation: IInu-Bolts (22-}
<br />Try: ( I ) I" in Dia. ASTM A307'fhru-Bolt
<br />Bolt Dia.: I in
<br />Co :
<br />1.00 (2013 ADS Table 23 2)
<br />CAr:
<br />1.00 (1015ND.Ylablell.3.3)
<br />C, :
<br />1.00 (2015 ND.S M h1e 11.3.a)
<br />Ce:
<br />0.99(2015ND.SSea 1136)
<br />CA:
<br />1.00 (2015NDSSeo_ 1251)
<br />NETSSection 11.3.6)
<br />Member Material: Wood
<br />Wood Species: Douglas-FitLarch
<br />Specific Gravity, G: 0.5
<br />Member Thickness: 8.75 in
<br />-Side Member
<br />Member Material: Steel
<br />Wood Species: -
<br />Specific Gravity, G: -
<br />Min. Member Thickness: 0.25 in
<br />Gap bhwt Main and Side Members (if applicable)
<br />Gap bt\ml Main and Side Member: 0 in
<br /># of Fasteners in a Row, it:
<br />3
<br />Gross Cross -Sect. Area of Main Member, A,,,:
<br />42 i112
<br />Center to Center Spacing of Rows,s:
<br />4 in
<br />Modulus of Elasticy of Main Member, F.,,,:
<br />1600 ksi
<br />Load/slip modulus, y:
<br />270 Win
<br />Gross Crass -Sect. Area of Side Member, A,:
<br />3 in'
<br />it:
<br />Lot
<br />Modulus of Elasticy of Side Member, Es:
<br />29000 ksi
<br />m:
<br />0.84
<br />RnA:
<br />0.77
<br />Geometry Factor, CA:
<br />(2015 NDSSection 11.3.6)
<br />End Distance Requirements:
<br />Spacing Requirements:
<br />Loading at Angle to Fastener.
<br />Load Direction:
<br />Perp. To Grain
<br />Load Direction:
<br />Perp. To Grain
<br />Load at Angle: No
<br />End Distance:
<br />5 in
<br />Spacing:
<br />0 in
<br />Min. Shear Area: 43.8 in
<br />End Dist., CA = 0.5:
<br />2 in
<br />Spacing CA,min:
<br />3 in
<br />Shear Area CA = 0.5: 17.5 in`
<br />End Dist. CA = LO:
<br />4 in
<br />Spacing CA = LO:
<br />4.0 in
<br />Shear Area CA= LO: 35 in`
<br />CA :
<br />1.00
<br />CA:
<br />Error
<br />CA : 1.00
<br />Design CA ; 1.00
<br />-Lateral Capacity of Thor -Bolt
<br />Single Shear:
<br />Double Shear:
<br />]m:
<br />3907lb
<br />hn:
<br />39avlb
<br />Q„
<br />90 degrees
<br />Frb :
<br />45 ksi
<br />R, :
<br />0.03
<br />Is :
<br />4350 Ill
<br />Is :
<br />8700 lb
<br />0,_
<br />0 degrees
<br />Fe",jj :
<br />5.60 ksi
<br />R, :
<br />35.00
<br />11 :
<br />1804 Ill,
<br />11 :
<br />N/A
<br />Ks,
<br />1.25
<br />F,�„i:
<br />2.23 ksi
<br />kl :
<br />0.37
<br />Ilho:
<br />2301 Ill,
<br />Ilbn:
<br />N/A
<br />Ro,r,,,.r,:
<br />5.00
<br />F,", :
<br />2.23 ksi
<br />K2:
<br />0.50
<br />Ills:
<br />1495 Ill
<br />Ills:
<br />2990 lb
<br />Ro.a:
<br />4.5
<br />Fe,11 :
<br />87.00 ksi
<br />k3:
<br />21.70
<br />IV:
<br />2020 lb
<br />IV :
<br />4041 lb
<br />RD,uinlmS,ry:
<br />4
<br />F,_r
<br />87.00 ksi
<br />Z':
<br />1480 Ib
<br />Z':
<br />2960 lb
<br />I:
<br />8.75 in
<br />Fc,:
<br />87.00 ksi
<br />1, :
<br />0.25 in
<br />Shear Check:
<br />R= 26.1 k
<br />R= 23.36 k
<br />Z= 4.737 k 5.51 Bolts
<br />Z'= 3.405 k 6.863 Bolts <CONTROLS
<br />'.3228 NL 20th St., Suite 100, Bellevue, WA 98005 1 (425) 614-0949
<br />,reject: South Point Plaza Pg. No: B - 22
<br />lddress: 10121 Evergreen Way NI Everett,WA 98204 Date: 6/27/23
<br />JlienC SDH Architects, LLC Job No.: 23136
<br />
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