Laserfiche WebLink
Connection: CONN-4 <br /> 3-Hole Shear Tab : Connection Properties Report Girder/Beam Single Angle(One Side)Shear <br /> Connection <br /> Connection <br /> Connection Title 3-Hole Shear Tab <br /> Connection Type Girder/Beam ClipAngle(One Side)Shear <br /> ti _..._. .... <br /> m,.,. .,. .. Shear Connection <br /> Connection Category <br /> Girder Connection Bolted <br /> Beam Connection Bolted <br /> Angle Type Single Angle <br /> Loading(ASD) <br /> Shear Load 3.227 kips <br /> Axial Load 0.751 kips <br /> Eccentric Moment Calculation Include All Eccentricities <br /> Components <br /> Girder Section W12X16 <br /> Material A992 <br /> Hole Type STD <br /> Beam Section W12X14 <br /> Material A992 <br /> Hole Type ._. STD <br /> Angle Section L5X3X6 <br /> Material A36 <br /> Angle Orientation SLS <br /> Length 9.000 in <br /> Hole Type(Girder) STD <br /> Hole Type(Beam) STD <br /> Girder Bolts ._._.. 3/4"Group AN <br /> Girder Bolts Group A-N <br /> Diameter,in. 3/4" <br /> Rows 1 <br /> Bolts per Row 3 <br /> Longitudinal Spacing 3.000 in <br /> Transverse Spacing 3.000 in <br /> Slip Critical No <br /> Beam Bolts 3/4"Group AN <br /> Beam Bolts Group A-N <br /> eter,in. 3/4" <br /> Rows 1 <br /> Bolts per Row 3 <br /> Longitudinal Spacing 3.000 in <br /> Transverse Spacing 3.000 in <br /> Slip Critical No <br /> Assembly. <br /> Column/Beam Clearance 2.200 in <br /> Beam Vert Offset 0.000 in <br /> Cope Dimensions <br /> Web Cope Top Depth 1.500 in <br /> Web Cope Top Length 0.000 in <br /> Web Cope Top Radius 0.185 in <br /> Web Cope Bottom Depth 4.525 in <br /> Web Cope Bottom Length 0.000 in <br /> Web Cope Bottom Radius 0.185 in <br /> Angle Vertical Position 1.500 in <br /> Girder Bolts Edge Distance Dimensions <br /> Girder Bolts Horz Edge Dist 1.600 in <br /> continued on next page... <br /> Page 6 of 7 <br /> 59/81 <br />