Question

All information is given.

The connection in the Figure below uses two rows of 7/8-in.-diameter bolts with three fasteners in each row. The load carried by the connection is (1.2D + 1.6L). The wood member is a 6% 16.5 DF 20F-V3 glulam with G=0.50. It is initially dry (at or near the EMC) and remains dry in service. SPLICE NOOD MEMBER {"STEEL SIDE'S + + + + + + + + + 6-1" BALTS EACH SIDE OF SPLICE Find: a. Adjusted LRFD connection design value based on the capacity of the bolts. Show the base dimension spacing requirements on a sketch of the connection. b. Check the stresses in the main member and side plates for the load in (a). Assume A36 steel plate which has a tensile yield strength of Fy = 36 ksi and an ultimate tensile strength of F. = 58 ksi. NOTE: Z = 5327 lb

Answer 1

PAGE ANSWER → GWEN CONSIDERATIONS- The connection in below wes two fig two 익 718 in diameter Bolts with 3 fartners in each row. load carried 1.20 + 1.62 connection - by hood member 6314 x 16.5 DF 20F-V3 glulam with G = 0.50 P + ++ 오 + - + - + ++ + + + 6-718" 0 there iwe have to check the Here single shear points are bolt failure by Tension (Teaning creen design of Bolts. Shear and design of Bolts P Single Bolt By shearing r induced * 7 d 1-2 x 718 + 106x10 1 x M4 x(+18) CS

PAUE-2 28-35ksi Tinduced crush P at 1.2 x 7e + 1.6X10 718 x 1/2 38.91 Isi → Sate condition tind s Tper P S 58 IQE TT 4d 418.51 Ib Pmax For wtimate tensile strength. - Crush Design of Bolt P induced - 12dt Safe design crush zoper P 12 dt < 36 tensile yield . with help of Pmax - 189 lb strength. sted plate : Tearing clesign of 1/2" 22 + + + + + + + tt +++

PAGE 3 side of plate 109 2x 7) 8-254 P Find (baadht > Sage condition : Pmax (b-adh) tapi 8-25 x 19 x 36 Pmax tensile 148.516 with help of yield strength. * please upvote its necessary. ICS Scared with Care