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Rooftop Structural Design Report February 16, 2023 <br /> Project Number: DSH-062R1/2204047 Page 20 <br /> BOLT CONNECTION CHECK <br /> 1. Vertical Post to Stud Wall <br /> PAOPOSEDDD srwMOPSw.ae MOPS <br /> [.+0.PO MA) <br /> curw(nxm MR(1+w) \\\"� n..b tix.mc <br /> ♦.4 PC6T I I M»w/ ..v t /•-DM,.w DM,. <br /> (BY OTHERS)(TM) II , e.. // <br /> C <br /> PARAPET WALL , Il ill-H <br /> .• !{ <br /> I rura xat 1 .+n•�lr� <br /> PROPOSED N55♦-1/2.4-1/2n5/10. i /.'Demon NV ettnc t;i a <br /> B'LONG SLEEVE MP) j R++a.wo+mw[c.a.) L <br /> rI'll <br /> PROPOSED(4)3/4a LAG SCREWS <br /> RE/S-ELASEDitENT w o BLOCKING <br /> PROPOSED 5/5-c A325 TIMEADED OW.) <br /> ROD W/NUT(TrP. OF 2 PER <br /> CONNECTION) PROPOSED PL1/2'.1 r.r <br /> CONNECTING PLATE(YP.) <br /> Proposed bolts are (4) 3/4" Lag screws w/5" embedment per connection <br /> Allowable capacities from Lag screw connection calculator are, <br /> Allowable Shear = 1049 lbs <br /> Allowable Tension = 1244 lbs <br /> a. Alpha Sector <br /> LC Node Label X[lb] Y[lb] Z[lb] MX[e-A] MY[lb-ttj MI[-hi Shear(lb] Tension[lb] <br /> 9 rd121 639 02 34.32 4'08.769 0 C. 102.6 0.0 <br /> %12_' 16�91 -55 562 6 101 0 0 14.0 0.0 <br /> 9 N113 48.106 _ -26.112 71.12 0 0 0 18.9 0.0 <br /> 9 N107 -153 643 193.975 360.586 0 0 0 102.4 -33.4 <br /> 9 N111 -45 972 422.934 417.438 0 0 0 148.6 -11.5 <br /> NI2. 0.68 179.41 27 513 0 C 45.4 -35.2 <br /> 23 N121 42029 260.215 374.758 C 0 0 114.1 -105.1 <br /> 23 N123 12 E51 177 027 i 568 .. C - 3 -28 2 <br /> 23 N113 -187.264 143.337 -62.708 0 0 0 39.1 -46 8 <br /> 23 N107 329.627 -55 263 -337.627 0 85 5 <br /> 23 N111 -16.201 -16.069 -358.107 0 0 0 89.6 <br /> 23 N120 -113 183 37.827 -56 497 " 0 0 26 1 <br /> LC Node Label X[lb] Y[lb] Z(Ib] MX(D-f(] MY[lb-ft] MZ[lb-ft] Shear[it] Tension[lb] <br /> 9 Ni 17 -25 307 57.829 62.888 0 0 0 15.8 0 0 <br /> N223 -151383 493181 _ 31597 20 <br /> 9 N210 23.232 116.16 29.24 C C 0 29.6 0.0 <br /> 9 N261 53.827 639 025 610.878 C 0 C 160 3 0.0 <br /> 9 N269 97.958 219.345 114.376 0 0 0 60_I 0.0 <br /> 11 1'4117 27.633 71 525 73.886 0 19 2 0.0 <br /> 11 N209 166.733 -135.945 -233.833 0 C 0 538 -58.5 <br /> 11 N210 3.05 36 336 73 957 9.1 0 0 <br /> 11 N261 5.149 -259.953 -727.157 0 0 0 65.0 -1 8 1 8 <br /> -1 _C 125 95 968 ., 0 C 27 1 -11 5 <br /> Shear per Bolt = 160.3 <br /> Tension per Bolt = 181.8 <br /> Shear Capacity = 160.3/ 1049 = 15.3% [OK!] <br /> Tension Capacity = 181.8 / 1244 = 14.6% [OK!] <br /> FJI <br />