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SOLARMOUNT Technical Datasheets :1:UNIRAC <br />A HIGI GROUP COMPANY <br />SolarMount Mid Clamp <br />Part No. 302101 C, 3021010,302103C, 3021040, <br />3021050,302106D <br />Bolt <br />K <br />Beam <br />Mid clamp material: One of the following extfuded aluminum <br />alloys: 6005-T5, 6105-T5, 6061-T6 <br />Ultimate tensile: 38ksi, Yield: 35 ksi <br />FInish: Clear or Dark Anodized <br />Mid clamp weight: 0.050 lbs (23g) <br />Allowable and design loads are valid when components are <br />assembled according to authorized UNIRAC documents <br />Values represent the allowable and design load capacity of a single <br />mid clamp assembly when used with a SolarMount series beam to <br />retain a module in the direction indicated <br />Assemble mid clamp with one Unirac W-20 T-bolt and one &7-20 <br />ASTM F594 serrated fiange nut <br />Use anti-seize and tighten to 10 ft-lbs of torque <br />Resistance factors and safety factors are determined according to <br />part 1 section 9 of the 2005 Aluminum Design Manual and third- <br />party test results from an IAS accredited laboratory <br />Applied Load Average Allowable Safety Design Resistance <br />1.Do Dt'STANCE .Direction Ultimate Load Factor,Load Factor, <br />BETWEEN MODULES 42»lbs (N)lbs (N) FS lbs (N) 0 <br />PT Tension, Y+2020 (8987)891 (3963)2.27 1348 (5994)0.667 <br />Transverse, Zi 520 (2313)229 (1017)2.27 3460539) '0.665 <br />Y- ·At -Sliding, X=!:1194 (5312)490 (2179)2.44 741 (3295)0.620 <br />- I.X <br />Dimensions specified in inches unless noted <br />SolarMount End Clamp <br />Part No. 302001 C, 302002C, 302002D, 302003.C, <br />302003D, 302004C, 3020040,302005C, 302005D, <br />3020060,302006D,3020070,302008C, 302008D, <br />302009C, 302009D, 302010C, 302011 C, 302012C <br />-10/t l <br />JEY€lamp <br />90-€ Serrated <br />Flange Nut 11 <br />Y <br />A <br />-X <br />End clamp material: One of the following extruded aluminum <br />alloys: 6005-T5, 6105-T5, 6061-T6 <br />Ultimate tensile: 38ksi, Yield: 35 ksi <br />Finish: Clear or Dark Anodized <br />End clamp weight: varies based on height: -0.058 lbs (269) <br />Allowable and design loads are valid when components are <br />assembled according to authorized UNIRAC documents <br />Values represent the allowable and design load capacity of a siagle <br />end clamp assembly when used with a SolarMount series beam to <br />retain a module in the direction indicated <br />Assemble with one Unirac %'-20 T-bolt and one 'A"-20 ASTM F594 <br />serrated flange nut <br />Use anti-seize and tighten to 10 ft-lbs of torque <br />Resistance factors and safety factors are determined according to <br />part 1 section 9 of the 2005 Aluminum Design Manual and third- <br />party test results from an IAS accredited laboratory <br />Modules must be installed at least 1.5 in from either end of a beam <br />MIN]XUN <br />THI<»ESS <br />Dimensions specitied-ul-Inches-unless-moted <br />Applied Load Average Allowable Safety Design Resistance <br />Direction Ultimate Load Factor,Loads Factor, <br />lbs (N)lbs (N)FS lbs (N) O <br />Tension, Y+1321 (5876)529 (2352)2.50 800 (3557)0.605 <br />Transverse, Zi 63 (279)14(61)4.58 21 (92)0.330 <br />Sliding, X+142 (630)52 (231)2.72 79 (349)0.555 <br />a