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Rooftop Structural Design Report February 16, 2023 <br /> Project Number:DSH-062R1/2204047 Page 22 <br /> 2. Vertical Post Connection <br /> a. Alpha Sector—To Wood Sleeper <br /> 4,4 POST <br /> I (BY OTHERS) <br /> PROPOSED COLUMN ENS/ <br /> REFER GET.2/S-9 <br /> ( { ORG p[p R. <br /> r:::_1 • <br /> ROD W/NUT <br /> 1 -1� g/�� yp=-.7C'lAC SCREW <br /> I, (TYP.cc 4 PEA CO1WN W.SE) <br /> PROPOSED 3/4%12"LAG SCREW <br /> I •24'O.c.(CWMERSCMR) <br /> 1 <br /> ExiSiNG 4wr DECK ' SLECNSK(M9 Pr <br /> I <br /> 14 <br /> i <br /> YPROPOSED SIMPSON LUS46 <br /> (/ / PALE-YOI.M JOIST HANGER <br /> PROPOSED 41.6 PT BLOCKING <br /> SPANNING BETWEEN JOISTS(M..) <br /> PROPOSED 2a12 PT ShuW BLOCK <br /> (ITP) <br /> E1<i5I1+G WOODEN JOIST(i.9.) <br /> Proposed bolts are (4) 5/8" Lag Screws w/5" embedment per connection. <br /> The allowable capacities of the Lag Screws are taken from the calculations taken from the Lag Screw Calculator <br /> attached to the report. <br /> Allowable Shear = 743 lbs <br /> Allowable Tension = 1126 lbs <br /> LC Node Label X[IbJ Y[lbI Z Obi MX[ib-ft] MY[lb-ft] MZ[lb-R] Shear(1bJ Tension[Ib] <br /> 9 N241 11.62 -143.256 53.388 0 0 0 13.7 -35.8 <br /> 9 N239 S GOi 114.86 64 264 0 _ -23 7 <br /> 9 N227 -12.83 735,52 -5.298 0 0 0 3.5 0.0 <br /> 9 N238 1.412 29 47» 36 329 0 0 . . -107.4 <br /> 9 N236 -6.962 196.515 24.59 0 0 0 6 4 0.0 <br /> 21 N241 11.569 207.646 53.096 0 0 - '13 6 -51.9 <br /> 21 N239 7.331 -182.899 63.521 0 0 ,., 16.0 -45.7 <br /> 21 N227 17 431 517 324 2 108 0 0.0 <br /> 21 N238 0.546 -466.953 -36.242 0 0 C 9.1 -116 7 <br /> N236 -10 137 _ 6 5 C .. <br /> - - <br /> Shear per Bolt = 16.2 <br /> Tension per Bolt = 116.7 <br /> Shear Capacity = 16.2 /743 = 2.2% [OK!] <br /> Tension Capacity = 116.7/ 1126 = 10.4% [OK!] <br /> FL . <br />