lrfd 006 - LRFD STRUCTURAL CONNECTIONS SUPPLEMENT Table...

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Unformatted text preview: LRFD STRUCTURAL CONNECTIONS SUPPLEMENT . Table 8.2A Factored Resistance Values (MZ') for Single Shear (Two Member) Bolted connectionslv2 Between Sawn Lumber Members of the Same 1 Species Resistance Factor ( ) = 0.65, Time Effect Factor A.) = 0.8 I Thickness G=0.43 G=0.42 G=O.37 G=0.36 G=O.35 Hem-Fir Spruce-Pine-Fir Redwood Eastern Softwoods Northern Main Bolt (open grain) Spruce—Pine—Fir(s) Species 1 Member Member Diameter Western Cedars Western Woods 1m $123; MIZ'mL QA'ZIJI ‘I’Azls; (IJAZ'mJ. ‘I’AZIII ‘DA‘ZISJ. ‘I’Azlrna ‘IflI‘lel ¢AZ‘SL ‘I’Azlrnr in. '. '. ' kips kips kips kips kips kips kips kips kips kips kips 0.34 0.41 0.47 0.53 0.60 0.41 0.48 0.55 0.60 0.68 0.46 0.53 0.60 0.66 0.74 0.51 0.59 0.66 0.72 0.81 0.66 0.84 1.07 1.24 1.40 0.55 0.71 0.80 0.86 0.96 0.67 0.96 1.16 1.29 1.46 0.55 0.77 0.95 1.01 1.12 0.67 1.00 1.24 1.38 1.54 0.55 0.77 1.04 1.34 1.49 0.67 1.00 1.40 1.60 1.78 N _. '01 ‘01 _. _. U'l DJ _| 01 .03 . . -‘ ‘ on or . .01 3.5 I; SEIITIVA HONVLSISEIH OEHOJQVJ 3.5 (.1! GI 45 4.5 (4.! U! 5.5 _. 01 5.5 (a (II 7.5 a 01 7.5 1. Tabulated factored resistance values (012' ) shall be multiplied by applicable adjustment factors (see Table 7.1 —1). 2. Tabulated factored resistance values are for ”full diameter" bolts (see ANSI/ASME Standard B18.2.1-1981) with a bending yield strength (Fyb) of 45 ksi. AMERICAN FOREST 8: PAPER ASSOCIATION ...
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