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Connection: CONN-4 <br /> ASD <br /> 3-Hole Shear Tab :ASD Results Report Girder/Beam Single Angle(One Side)Shear <br /> Connection <br /> Material Properties: <br /> Girder W12X16 A992 Fy=50.00 ksi Fu=65.00 ksi <br /> Beam W12X14 A992 Fy=50.00 ksi Ftj=65.00 ksi <br /> Angle L5X3X6 A36 F5=36.00 ksi Ft,=58.00 ksi <br /> Input Data: <br /> ti Shear Load 3.23 kips User Input Shear Load <br /> i I Axial Load 0.75 kips User Input Axial Force(compression) <br /> 1 <br /> Note:Unless specified,all code references are from AISC 360-16 <br /> Limit State Required Available Unity Check Result <br /> Geometry Restrictions at Beam <br /> Check Min Bolt Spacing Pass Condition:Smin>=(2+2/3) *d bolt (J3.3) <br /> min 3.00 in Min bolt spacing <br /> dbolt 0.75 in Bolt diameter <br /> Check Max Bolt Spacing Pass Condition:Smax<=min(12.00 in,24*t) (J3.5a) <br /> Smax 3.00 in Max bolt spacing <br /> t 0.20 in Thickness of governing element(Beam) <br /> Check Min Edge Distance Pass Condition:EDmin>=EDoilow (J3.4) <br /> Check Max Edge Distance Pass Condition:EDmox<=min(6.00 in, 12*t) (J3.5) <br /> Geometry Restrictions at Girder ,-ASS <br /> Erection Stability PASS <br /> Beam Shear Yield 3.23 kips 42.75 kips 0.08 PASS <br /> Clip Angle Shear Yield 3.23 kips 48.60 kips 0.07 PASS <br /> Beam Shear Rupture 3.23 kips 36.17 kips 0.09 PASS <br /> Clip Angle Shear Rupture at Beam 3.23 kips 41.60 kips 0.08 PASS <br /> Clip Angle Shear Rupture at Girder 3.23 kips 41.60 kips 0.08 PASS <br /> Beam Axial Yield 0.75 kips 124.55 kips 0.01 PASS <br /> Clip Angle Axial Yield 0.75 kips 72.75 kips 0.01 PASS <br /> Clip Angle Block Shear at Girder 3.23 kips 43.02 kips 0.08 PASS <br /> Beam Block Shear 3.23 kips 44.03 kips 0.07 PASS <br /> Clip Angle Block Shear at Beam 3.23 kips 39.75 kips 0.08 PASS <br /> Compression Buckling of the Clip Angle 0.75 kips 68.42 kips 0.01 PASS <br /> Clip Angle Flexural Yield 0.01 PASS <br /> Clip Angle Flexural Rupture 0.01 PASS <br /> Bolt Bearing on Girder 3.23 kips 35.78 kips 0.09 PASS _] <br /> Bolt Bearing on Clip Angle at Girder 3.23 kips 35.78 kips 0.09 PASS <br /> Bolt Bearing on Beam 3.31 kips 35.10 kips 0.09 PASS 7 <br /> Bolt Bearing on Clip Angle at Beam 3.31 kips 35.78 kips 0.09 PASS <br /> continued on next page... <br /> Page 4 of 7 <br /> 57/81 <br />