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<! DOCTYPE html/><html/><head/><link type="text/css" rel="stylesheet" /><style/>table{width= 100%; border-collapse:collapse; border:1px solid black collapse}th,td {padding:3px}td.detail{background-color:#D5DF93; font-size:20; font-family:Helvetica, Arial, Sans Serif; font-weight:bold}td.detail1{font-size:20; font-family:Helvetica, Arial, Sans Serif; font-weight:bold}td.detail2{font-size:20; font-family:Helvetica, Arial, Sans Serif}td.header0{background-color:#8fac3a; font-size:20; font-family:Helvetica, Arial, Sans Serif; font-weight:bold}td.header1{background-color:#E6E6E6; font-size:20; font-family:Helvetica, Arial, Sans Serif; font-weight:bold}td.header2{font-size:20; width:50%}</style/></head/><body/><table border-collapse= "collapse" border="1px solid black" width=100%/><tr/><td colspan="2" align= "center"/><object type= "image/PNG" data= "cmpylogoFin.png" height=60 ></object></td/><td colspan="2" align= "center"/><font face="Helvetica, Arial, Sans Serif" size="3">Created with</font>     <object type= "image/PNG" data= "Osdag_header.png" height=60  " " " " " " "></object></td/></tr/><tr/><td class="detail" />Company Name</td/><td class="detail" /></td/><td class="detail" />Project Title</td/><td class="detail" /></td/></tr/><tr/><td class="detail" />Group/Team Name</td/><td class="detail" /></td/><td class="detail" />Subtitle</td/><td class="detail" /></td/></tr/><tr/><td class="detail" />Designer</td/><td class="detail" /></td/><td class="detail" />Job Number</td/><td class="detail" /></td/></tr/><tr/><td class="detail" />Date</td/><td class="detail" />06 /01 /2020</td/><td class="detail" />Client</td/><td class="detail" /></td/></tr/></table/><hr/></hr/><table border-collapse= "collapse" border="1px solid black" width= 100% /><tr/><td colspan="2" class="header0"/>Design Conclusion</td/></tr/><tr/><td class="detail1 "/> Fin Plate</td/><td class="detail1"/><p align=left style=color:green><b>Pass</b></p></td/></tr/><tr/><td colspan="2" class="header0"/>Fin Plate</td/></tr/><tr/><td colspan="2" class="detail"/>Connection Properties</td/></tr/><tr/><td colspan="2" class="detail1"/>Connection </td/></tr/><tr/><td class="detail2"/> Connection Title</td/><td class="detail2 "/> Single Fin Plate</td/></tr/><tr/><td class="detail2"/> Connection Type</td/><td class="detail2 "/>Shear Connection</td/></tr/><tr/><td colspan="2" class="detail1"/>Connection Category </td/></tr/><tr/><td class="detail2"/> Connectivity</td/><td class="detail2 "/>Column flange-Beam web</td/></tr/><tr/><td class="detail2"/> Beam Connection</td/><td class="detail2 "/>Bolted</td/></tr/><tr/><td class="detail2"/> Column Connection</td/><td class="detail2 "/>Welded</td/></tr/><tr/><td colspan="2" class="detail1"/>Loading (Factored Load) </td/></tr/><tr/><td class="detail2"/> Shear Force (kN)</td/><td class="detail2 "/>140</td/></tr/><tr/><td colspan="2" class="detail1"/>Components </td/></tr/><tr/><td class="detail1"/> Column Section</td/><td class="detail2 "/>UC 305 x 305 x 97</td/></tr/><tr/><td class="detail2"/> Material</td/><td class="detail2 "/>Fe 410.0</td/></tr/><tr/><td class="detail1"/> Beam Section</td/><td class="detail2 "/>MB 500</td/></tr/><tr/><td class="detail2"/> Material</td/><td class="detail2 "/>Fe 410.0</td/></tr/><tr/><td class="detail2"/> Hole</td/><td class="detail2 "/>Standard</td/></tr/><tr/><td class="detail1"/> Plate Section</td/><td class="detail2 "/>300X118X12</td/></tr/><tr/><td class="detail2"/> Thickness (mm)</td/><td class="detail2 "/>12</td/></tr/><tr/><td class="detail2"/> Width (mm)</td/><td class="detail2 "/>118</td/></tr/><tr/><td class="detail2"/> Depth (mm)</td/><td class="detail2 "/>300</td/></tr/><tr/><td class="detail2"/> Hole</td/><td class="detail2 "/>Standard</td/></tr/><tr/><td colspan="2" class="detail1"/> Weld </td/></tr/><tr/><td class="detail2"/> Type</td/><td class="detail2 "/>Double Fillet</td/></tr/><tr/><td class="detail2"/> Size (mm)</td/><td class="detail2 "/>12</td/></tr/><tr/><td colspan="2" class="detail1"/> Bolts </td/></tr/><tr/><td class="detail2"/> Type</td/><td class="detail2 "/>Friction Grip Bolt</td/></tr/><tr/><td class="detail2"/> Grade</td/><td class="detail2 "/>8.8</td/></tr/><tr/><td class="detail2"/> Diameter (mm)</td/><td class="detail2 "/>24</td/></tr/><tr/><td class="detail2"/> Bolt Numbers</td/><td class="detail2 "/>3</td/></tr/><tr/><td class="detail2"/> Columns (Vertical Lines)</td/><td class="detail2 "/>1</td/></tr/><tr/><td class="detail2"/> Bolts Per Column</td/><td class="detail2 "/>3</td/></tr/><tr/><td class="detail2"/> Gauge (mm)</td/><td class="detail2 "/>0</td/></tr/><tr/><td class="detail2"/> Pitch (mm)</td/><td class="detail2 "/>96</td/></tr/><tr/><td class="detail2"/> End Distance (mm)</td/><td class="detail2"/>54</td/></tr/><tr/><td class="detail2"/> Edge Distance (mm)</td/><td class="detail2 "/>54</td/></tr/><tr/><td colspan="2" class="detail1"/>Assembly </td/></tr/><tr/><td class="detail1"/> Column-Beam Clearance (mm)</td/><td class="detail2 "/>10.0</td/></tr/></table/><h1 style="page-break-before:always"/></h1/><table width= 100% border-collapse= "collapse" border="1px solid black collapse"/><tr/><td colspan="2" align= "center"/><object type= "image/PNG" data= "cmpylogoFin.png" height=60 ></object></td/><td colspan="2" align= "center"/><font face="Helvetica, Arial, Sans Serif" size="3">Created with</font>     <object type= "image/PNG" data= "Osdag_header.png" height=60  " " " " " " "></object></td/></tr/><tr/><td class="detail" />Company Name</td/><td class="detail" /></td/><td class="detail" />Project Title</td/><td class="detail" /></td/></tr/><tr/><td class="detail" />Group/Team Name</td/><td class="detail" /></td/><td class="detail" />Subtitle</td/><td class="detail" /></td/></tr/><tr/><td class="detail" />Designer</td/><td class="detail" /></td/><td class="detail" />Job Number</td/><td class="detail" /></td/></tr/><tr/><td class="detail" />Date</td/><td class="detail" />06 /01 /2020</td/><td class="detail" />Client</td/><td class="detail" /></td/></tr/></table/><hr/></hr/><table width = 100% border-collapse= "collapse" border="1px solid black"/><tr/><td colspan="4" class="detail"/>Design Preferences</td/></tr/><tr/><td colspan="2" class="detail1"/>Bolt </td/></tr/><tr/><td class="detail2"/> Hole Type</td/><td class="detail2"/>Standard</td/></tr/><tr/><td class="detail2"/> Hole Clearance (mm)</td/><td class="detail2"/>2.0</td/></tr/><tr/><td class="detail2"/> Material Grade (MPa) (overwrite)</td/><td class="detail2"/>800.0</td/></tr/><tr/><td class="detail2"/> Slip factor</td/><td class="detail2"/>0.3</td/></tr/><tr/><td colspan="2" class="detail1"/>Weld </td/></tr/><tr/><td class="detail2"/> Type of Weld</td/><td class="detail2"/>Shop weld</td/></tr/><tr/><td class="detail2"/> Material Grade (MPa) (overwrite)</td/><td class="detail2"/>410.0</td/></tr/><tr/><td colspan="2" class="detail1"/>Detailing </td/></tr/><tr/><td clospan="2" class="detail2"/> Type of Edges</td/><td class="detail2"/>Sheared or hand flame cut</td/></tr/><tr/><td clospan="2" class="detail2"/> Minimum Edge-End Distance</td/><td class="detail2"/>1.7 times the hole diameter</td/></tr/><tr/><td clospan="2" class="detail2"/> Gap between Beam and Column (mm)</td/><td class="detail2"/>10.0</td/></tr/><tr/><td clospan="2" class="detail2"/> Are members exposed to corrosive influences?</td/><td class="detail2"/>No</td/></tr/><tr/><td colspan="2" class="detail1"/>Design </td/></tr/><tr/><td clospan="2" class="detail2"/> Design Method</td/><td class="detail2"/>Limit State Design</td/></tr/></table/><h1 style="page-break-before:always"/></h1/><table width= 100% border-collapse= "collapse" border="1px solid black collapse"/><tr/><td colspan="2" align= "center"/><object type= "image/PNG" data= "cmpylogoFin.png" height=60 ></object></td/><td colspan="2" align= "center"/><font face="Helvetica, Arial, Sans Serif" size="3">Created with</font>     <object type= "image/PNG" data= "Osdag_header.png" height=60  " " " " " " "></object></td/></tr/><tr/><td class="detail" />Company Name</td/><td class="detail" /></td/><td class="detail" />Project Title</td/><td class="detail" /></td/></tr/><tr/><td class="detail" />Group/Team Name</td/><td class="detail" /></td/><td class="detail" />Subtitle</td/><td class="detail" /></td/></tr/><tr/><td class="detail" />Designer</td/><td class="detail" /></td/><td class="detail" />Job Number</td/><td class="detail" /></td/></tr/><tr/><td class="detail" />Date</td/><td class="detail" />06 /01 /2020</td/><td class="detail" />Client</td/><td class="detail" /></td/></tr/></table/><hr/></hr/><table width = 100% border-collapse= "collapse" border="1px solid black"/><tr/><td colspan="4" class="detail"/>Design Check</td/></tr/><tr/><td class="header1"/>Check</td/><td class="header1"/>Required</td/><td class="header1"/>Provided</td/><td class="header1"/>Remark</td/></tr/><tr/><td class="detail1"/>Check</td/><td class="detail2"/>Required</td/><td class="detail2"/>Provided</td/><td class="detail1"/>Remark</td/></tr/><tr/><td class="detail1"/>Bolt bearing capacity (kN)</td/><td class="detail2"/></td/><td class="detail2"/>N/A</td/><td class="detail1"/></td/></tr/><tr/><td class="detail1"/>Bolt capacity (kN)</td/><td class="detail2"/></td/><td class="detail2"/>47.443</td/><td class="detail1"/><p align=left style=color:green><b>Pass</b></p></td/></tr/><tr/><td class="detail1"/>No. of bolts</td/><td class="detail2"/>140/47.443 = 3.0</td/><td class="detail2"/>3</td/><td class="detail1"/> <p align=left style=color:green><b>Pass</b></p></td/></tr/><tr/><td class="detail1"/>No.of column(s)</td/><td class="detail2"/> ≤ 2</td/><td class="detail2"/>1</td/><td class="detail1"/></td/></tr/><tr/><td class="detail1"/>No. of bolts per column</td/><td class="detail2"/> </td/><td class="detail2"/>3</td/><td class="detail1"/></td/></tr/><tr/><td class="detail1"/>Bolt pitch (mm)</td/><td class="detail2"/> ≥ 2.5* 24 = 60, ≤ Min(32*10, 300) = 300<br> [cl. 10.2.2]</td/><td class="detail2"/>96</td/><td class="detail1"/> <p align=left style=color:green><b>Pass</b></p></td/></tr/><tr/><td class="detail1"/>Bolt gauge (mm)</td/><td class="detail2"/> ≥ 2.5*24 = 60, ≤ Min(32*10, 300) = 300 <br> [cl. 10.2.2]</td/><td class="detail2"/>0</td/><td class="detail1"/></td/></tr/><tr/><td class="detail1"/>End distance (mm)</td/><td class="detail2"/> ≥ 1.7*26 = 44, ≤ 12*10 = 120.0 <br> [cl. 10.2.4]</td/><td class="detail2"/>54</td/><td class="detail1"/> <p align=left style=color:green><b>Pass</b></p></td/></tr/><tr/><td class="detail1"/>Edge distance (mm)</td/><td class="detail2"/> ≥ 1.7*26 = 44, ≤ 12*10 = 120.0 <br> [cl. 10.2.4]</td/><td class="detail2"/>54</td/><td class="detail1"/> <p align=left style=color:green><b>Pass</b></p></td/></tr/><tr/><td class="detail1"/>Block shear capacity (kN)</td/><td class="detail2"/> ≥ 140</td/><td class="detail2"/><i>V</i><sub>db</sub> = 439<br></td/><td class="detail1"/> <p align=left style=color:green><b>Pass</b></p></td/></tr/><tr/><td class="detail1"/>Plate thickness (mm)</td/><td class="detail2"/>(5*140*1000)/(300*250.0) = 9<br> [Owens and Cheal, 1989]</td/><td class="detail2"/>12</td/><td class="detail1"/> <p align=left style=color:green><b>Pass</b></p></td/></tr/><tr/><td class="detail1"/>Plate height (mm)</td/><td class="detail2"/>≥ 0.6*500=300.0, ≤ 500-17-17-10=422.0<br> [cl. 10.2.4, Insdag Detailing Manual, 2002]</td/><td class="detail2"/>300</td/><td class="detail1"/> <p align=left style=color:green><b>Pass</b></p></td/></tr/><tr/><td class="detail1"/>Plate width (mm)</td/><td class="detail2"/></td/><td class="detail2"/>100</td/><td class="detail1"/></td/></tr/><tr/><td class="detail1"/>Plate moment capacity (kNm)</td/><td class="detail2"/>(2*47.443*96<sup>2</sup>)/(96*1000) = 8.96</td/><td class="detail2"/><i>M</i><sub>d</sub> = (1.2*250.0*<i>Z</i>)/(1000*1.1) = 49.09<br>[cl. 8.2.1.2]</td/><td class="detail1"/><p align=left style=color:green><b>Pass</b></p></td/></tr/><tr/><td class="detail1"/>Effective weld length on each side (mm)</td/><td class="detail2"/></td/><td class="detail2"/>300-2*12 = 276</td/><td class="detail1"/></td/></tr/><tr/><td class="detail1"/>Weld strength (kN/mm)</td/><td class="detail2"/> √[(8960*6)/(2*276<sup>2</sup>)]<sup>2</sup> + [140/(2*276)]<sup>2</sup> <br>= 0.435</td/><td class="detail2"/><i>f</i><sub>v</sub>= (0.7*12*410.0)/(√3*1.25)<br>= 1.591<br>[cl. 10.5.7]</td/><td class="detail1"/> <p align=left style=color:green><b>Pass</b></p></td/></tr/><tr/><td class="detail1"/>Weld thickness (mm)</td/><td class="detail2"/>Max((0.435*1000*√3* 1.25)/(0.7 * 410.0),12* 0.8) = 9.600000000000001<br>[cl. 10.5.7, Insdag Detailing Manual, 2002]</td/><td class="detail2"/>12</td/><td class="detail1"/><p align=left style=color:green><b>Pass</b></p></td/></table/><h1 style="page-break-before:always"/></h1/><tr/><td class="detail" />Company Name</td/><td class="detail" /></td/><td class="detail" />Project Title</td/><td class="detail" /></td/></tr/><tr/><td class="detail" />Group/Team Name</td/><td class="detail" /></td/><td class="detail" />Subtitle</td/><td class="detail" /></td/></tr/><tr/><td class="detail" />Designer</td/><td class="detail" /></td/><td class="detail" />Job Number</td/><td class="detail" /></td/></tr/><tr/><td class="detail" />Date</td/><td class="detail" />06 /01 /2020</td/><td class="detail" />Client</td/><td class="detail" /></td/></tr/></table/><hr/></hr/><table width = 100% border-collapse= "collapse" border="1px solid black"/><col width=30%/><col width=70%/><tr/><td class= "detail1"/>Additional Comments</td/><td class= "detail2" align="justified"/></td/></tr/></table/></body/></html/>