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Rooftop Structural Design Report February 16, 2023 <br /> Project Number: DSH-062R1/2204047 Page 27 <br /> 5. I-Beam to Wood Sleeper—Gamma Sector <br /> PROPOSED W8x24 <br /> PROPOSED 1 Yxr LAG <br /> SCREW(TEP.OF 4) <br /> PROPOSED PLf/2'x8'xt.-2' <br /> PROPOSED Qx12 PT COM1H+ECnNO PUTS <br /> SLEEPER <br /> BEAM TO <br /> ]/18 PLATE FPO') <br /> 2' I S' 2' <br /> Proposed bolts are (4) 1" Lag Screws w/7" embedment per connection. <br /> Shear per Bolt = 553.1 <br /> Tension per Bolt = 513.3 <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 = 1781 lbs <br /> Allowable Tension = 2045 lbs <br /> Shear Capacity = 553.1 / 1781 = 31.1% [OK!] <br /> Tension Capacity = 513.3 /2045 = 25.1 O/D [OK!] <br /> FL . <br />