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irs, <br /> Ec Li ps E PROJECT: ERM-Cascade Coffee Addition PROJECT#:22-10-138 <br /> CLIENT: ERM <br /> ENGINEERING DATE: 11-7-22 DESIGNED BY: J.Teems <br /> Knee Brace Connection: Axial: -1.93 kip, Shear: 5.607 kip, Connection: CONN-2 <br /> Tension: 5.607 kip <br /> (6) bolts used <br /> HOME OUR COMPANY £ 1061N/REOLS1 EF <br /> Lindcipter` <br /> Estatrisnetl 1934 PRODUCTS MARKETS CASE STUDIES RESOURCES SUPPORT CONTACT I BUY NOW ■ <br /> Technical Specification _SELECT A RESOURCE TO DOWNLOAD <br /> IMPERIAL DATA METRIC DATA 1 <br /> Collar Safe Working Loads(FOS <br /> 5:1) <br /> Product Code Bolt Height Length Clamping Outer 0 Tightening Tensile Single Shear <br /> 0 Thickness Ply Torque <br /> Z H B W mint D A/F <br /> ft lb lbs lbs <br /> LHBMO8tt1 516" 3/" 13,4„ lie".7/8" 7/a 3,0 17 899 1124 <br /> L H B M O Btt2 516 t 3/8 29•16 7/8•15/B' - 7!8' 3i4' 17 899 1124 <br /> LHBMOBtt3 5/16" 3/80 3348" 15/3'-23/e" - 7/8' 34" 17 899 1124 <br /> LHBM10147 3/8� y2� 2" 1/8t-7/8t _ /JiBn 15.16� 33 1910 2248 <br /> LHBM10tt2 3/80 1 " 2!'' 7/8._15/8� _ 11/8. 156. 33 1910 2248 <br /> LHBM10W3 3/8' 1;'z" 35/6' 15/8"-23/8" _ 11/e. 15/6. 33 1910 2248 <br /> LHBM127t1 7/2" 916t 21/80 y_1" - 11/4" 1316" 59 2360 3372 <br /> LH5M721:12 V2' 916' 27/8" 1.•1t316' - 1V4" 1316' 59 2360 3372 <br /> LHBM12O3 1/2' 9/1t" 33/4" 17346"-23/4" - 11/4" 1316" 59 2360 3372 <br /> Unity Check: <br /> • <br /> 5.607 kip / (6) 2.248 kip + 5.607 kip / (6) 1 .91 kip = 0.91 <br /> 1 \ <br /> Shear Tension <br /> PH:(408)721-5733 PH"(408)552-1442 PH:(5 9)921-7731 PH:(541)3999859 PH:(5O i!229 <br />