roof framing connections in conventional residential construction
roof framing connections in conventional residential construction
roof framing connections in conventional residential construction
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LIST OF TABLESTable 1 - Selected Resistance Data From APA Report [23].........................................................7Table 2 - Select Data From Mizzell And Schiff [24]....................................................................7Table 3 - Specific Gravity And Moisture Content Of Wood Test Members..............................11Table 4 - Dowel Bend<strong>in</strong>g And Bear<strong>in</strong>g Strength Properties For Rafter-To-Ceil<strong>in</strong>g JoistConnection Tests................................................................................................................11Table 5 - Dowel Bend<strong>in</strong>g And Bear<strong>in</strong>g Strength Properties For Full-Scale System Roof-To-Wall Connection Tests .................................................................................................12Table 6 - Dowel Bend<strong>in</strong>g And Bear<strong>in</strong>g Strength Properties For Individual Roof-To-WallConnection Tests................................................................................................................12Table 7 - Specimen Configurations For Rafter-To-Ceil<strong>in</strong>g Joist Connection Tests...................14Table 8 - Summary Of Test Results For Rafter-To-Ceil<strong>in</strong>g Joist Connection Tests..................18Table 9 - Comparison Of Calculated And Measured 5 Percent Offset Limit Values.................20Table 10 - Comparison Of NDS Allowable Design Values With Test Loads At 0.015-Inch Jo<strong>in</strong>t Slip (NDS Slip Limit Basis)..............................................................................21Table 11 - Comparison Of Calculated And Measured Ultimate Loads......................................22Table 12 - Safety Marg<strong>in</strong>s Relative To NDS Allowable Values................................................23Table 13 - Allowable Snow Loads For Heel Jo<strong>in</strong>t Configurations 1 And 2...............................24Table 14 - Test Configurations For Roof-To-Wall Connection System Tests ...........................27Table 15 - Materials, Construction, And Fasten<strong>in</strong>g Schedules For Roof Systems.....................28Table 16 - Summary Of Test Results For Roof-To-Wall Connection System Tests..................31Table 17 - Comparison Of Analytical And Experimental Results For Roof-To-WallConnection System Tests...................................................................................................35Table 18 - Specimen Configurations For Individual Roof-To-Wall Connection Tests..............39Table 19 - Results Of Individual Roof-To-Wall Toe-Nailed Connection Tests.........................41Table 20 - NDS Allowable Compared To 0.015 Inch Slip Test Results ....................................42Table 21 - Safety Marg<strong>in</strong>s Relative To NDS Allowable ............................................................42Table 22 - Comparison Of Calculated And Measured Ultimate Loads......................................43Table 23 - Comparison Of System Roof-To-Wall And Individual Roof-To-WallConnection .........................................................................................................................44Pagevii