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STRUCTURAL DESIGN ASSOCIATES Project Title: <br /> Engineer: Project ID: SDA#7976 <br /> • Project Descr: <br /> Printed:2 FEa 2018,8:21AM <br /> 2-D Frame File=1Wasper+networkrdesv'RaECrsv300-7-11797617s76-M•1.EC6 <br /> ENERCALC,INC.1983-2017,Buiki:10,17,12.10,Ver:10.17.12.10 Lic.#: KW-06011301 Licensee:Covington <br /> • X ---X-1 X <br /> 2 Co <br /> Ir..� <br /> i 3 <br /> 2 <br /> F_ <br /> _. , T <br /> Joints... I � i �___a__ <br /> Joint Joint Coordinates Joint <br /> Label X Y X Translational Restraint Y Translational Restraint Z Rotational Restraint Tern <br /> ft ft_ _..... _ _ I deg <br /> 1 0.0 0.0 Fixed Fixed h = 0 <br /> 2 0.0 8.50 0 <br /> 3 20.0 0.0 Fixed Fixed -' 0 <br /> 4 20.0 8.50 0 <br /> 5 40.0 0.0 Fixed Fixed 0 <br /> 6 40.0 8.50 0 <br /> Members... <br /> Member Endpoint Joints Member Releases Specify Connectivity of Member Ends to Joints <br /> Property Label Length I End J End <br /> Label I Joint J Joint e x -Y_ z {rotation} x — y .__(rotation) <br /> 1-2 ColLine 1 1 2 8.500 Fixed Fixed Fixed Fixed Fixed Fixed <br /> 2-4 BmLvl 1 2 4 20.000 Fixed Fixed Fixed Fixed Fixed Fixed <br /> 3-4 ColLine 2 3 4 8.500 Fixed Fixed Fixed Fixed Fixed Fixed <br /> 4-6 BmLvl 1 4 6 20.000 Fixed Fixed Fixed Fixed Fixed Fixed <br /> 5-6 ColLine 3 5 6 8.500 Fixed Fixed Fixed Fixed Fixed Fixed <br /> Member Stress Check Data... <br /> Member 1 Unbraced Lengths Slenderness Factors 1 AISC Bending&Stability Factors <br /> Label Luz ft Lu:y K:z K:y Cm Cb <br /> 1-2 8.500 8.500 1.00 1.00 Internal Internal <br /> 2-4 20.000 20.000 1.00 1.00 Internal Internal <br /> 3-4 8.500 8.500 1.00 1.00 Internal Internal <br /> 4-6 20.000 20.000 1.00 1.00 Internal Internal <br /> 5-6 8.500 8.500 1.00 1.00 Internal Internal <br />