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90 of 234 <br />CASTCONNEX <br />Available Axial Strength of Connectors <br />Load and Resistance Factor Design (LRFD) <br />Tensile Strength <br />The pin connection detail shown offers a factored tensile strength equal to <br />the lesser of: <br />a) *Pn in the table below, <br />b) the factored strength of the weld between the HSS member and <br />the connector, and <br />c) the factored tensile yield strength of the connecting HSS <br />member <br />Compressive Strength <br />The pin connection detail shown offers a factored compressive strength <br />equal to the lesser of: <br />a) *Pn in the table below, <br />b) the factored strength of the weld between the HSS member and the <br />connector, <br />c) the factored overall compressive strength of the pin-ended HSS <br />member, and <br />d) the factored buckling strength of the gusset plate <br />Actual shaped gusset- <br />Allowable Stress Design (ASD) <br />Tensile Capacity <br />The pin connection detail shown offers an allowable tensile capacity equal <br />to the lesser of: <br />a) PJQ in the table below, <br />b) the allowable capacity of the weld between the HSS member and <br />the connector, and <br />c) the allowable tensile yield capacity of the oonnecting HSS <br />member <br />Comoressive Caoacitv <br />The pin connection detail shown offers a allowable compressive capacity <br />equal to the lesser of: <br />a) PJO in the table below, <br />b) the allowable capacity of the weld between the HSS member and the <br />connector, <br />c) the allowable overall compressive capacity of the pin-ended HSS <br />member, and <br />d) the allowable buckling capacity of the gusset plate <br />SOLID PIN: <br />Dpin : Diameter of pin; diameter of pin hole not more than <br />1/32" larger than pin <br />W g,min • <br />, <br />' <br />i , <br />1. - -1 1 1 <br />. I <br />GUSSET PLATE: <br />t, : thickness of gusset plate <br />airnin min gusset plate end distance for max design load <br />ag,max : max gusset plate end distance to fit within connector <br />Wg,min : min gusset plate width at pin for max design load <br />1 1 <br />Min. gusset dims- <br />- <br />, I.- <br />3.1 CONNECTOR: <br />g ..Specified minimum yield strength F <br />Specified minimum tensile strength F <br />y: <br />U <br />: 50 ksi <br />= 80 ksi <br />4- <br />9 <br />1 1 <br />'':,, <br />: <br />I: <br />-. <br />P <br />.-A <br />A36 5 usset A572 Gr. 42 gusset A572 Gr. 50 gusset <br />t *Pn prlQ *Pn Fjo 4Pn pn/13Wg,min ag,min ag,max Dpin g <br />[in] [in] [in] [in] [in] [kips][kips][kips][kips][kips][kips] <br />UPC-3.500 3 il 21/4 2%1 92 7/8 64 43 74 50 84 56 <br />UPC-4.000L 4 21/1 2 3/4 1 1/2 7/8 64 43 74 50 89 59 <br />UPC-4.000 51/4 31/4 3%1 3/4 1 85 57 99 66 118 79 <br />UPC-5.563 574 3% 43/16 2 11/2 146 97 170 113 184 123 <br />UPC-6.625 7 78 4 7/8 5%2%1%234 156 273 182 325 217 <br />UPC-8.625 9 514 61/8 3 2 292 194 340 227 405 270 <br />UPC-10.75 1114 6 76 7%3% 2 365 243 425 284 506 338 <br />UPC-12.75 13 %83/8 87/8 41/1 2 437 292 510 340 608 405 <br />UPC-14.00 1414 9 10 5 2 486 324 567 378 675 450 <br />UPC-16.00 17 14 9 7/8 103/4 6 2 583 389 680 454 810 540 <br />UPC-24.00 21 13 15 %8 1/2 6 2478 1652 2860 1906 2860 1906 <br />Nominal strengths have been determined using AISC 360-10. <br />Pn: Nominal strength <br />Equal to minimum strength of the connector, min. sized gusset, and pin using Sections D5.1, D2a, E3, J4.2 and J7a. <br />A.. ne 2 c! 2 <br />PRINTED: 05-17-2018