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Project Title: LUCAS SITE VISIT <br /> Engineer: CHRIS LALONDE <br /> Project ID: SDA#10052 <br /> Project Descr: SITE VISIT <br /> 2D Frame Project File 10052.ec6 <br /> LIC# KW-06014008,Build20 23 10.02 Structural Design Associates (c)ENERCALC INC. 1983-2023 <br /> DESCRIPTION: TYPICAL FRAME <br /> Joints... <br /> Joint Joint Coordinates Joint <br /> Label X Y X Translational Restraint Y Translational Restraint Z Rotational Restraint Temp <br /> ft ft deg F <br /> 1 0.0 0.0 Fixed Fixed Fixed 0 <br /> 2 2.50 6.250 0 <br /> 3 8.0 7.750 Fixed 0 <br /> 4 13.50 6.250 0 <br /> 5 16.0 0.0 Fixed Fixed Fixed 0 <br /> 6 6.0 7.20 0 <br /> 7 10.0 7.20 0 <br /> Members... <br /> Member Endpoint Joints Member Releases Specify Connectivity of Member Ends to Joints <br /> Label Property Label I Joint J Joint Length ft x I Eyd z (rotation)I x J End <br /> y z (rotation) <br /> A 2x4 1 2 6.731 Fixed Fixed Pinned Fixed Fixed Fixed <br /> B 2x4 2 6 3.627 Fixed Fixed Fixed Fixed Fixed Fixed <br /> C 2x4 6 3 2.074 Fixed Fixed Fixed Fixed Fixed Pinned <br /> D 2x4 3 7 2074 Fixed Fixed Pinned Fixed Fixed Fixed <br /> E 2x4 7 4 3.627 Fixed Fixed Fixed Fixed Fixed Fixed <br /> F 2x4 4 5 6 731 Fixed Fixed Fixed Fixed Fixed Pinned <br /> G 2x6 6 7 4.000 Fixed Fixed Pinned Fixed Fixed Pinned <br /> Member Stress Check Data... <br /> Member Unbraced Lengths Slenderness Factors AISC Bending&Stability Factors <br /> Label Lu:z ft Lu:y K:z K:y Cm Cb <br /> A 1.000 1.000 1.00 1.00 1.000 1.000 <br /> B 1.000 1.000 1.00 1.00 1.500 1 000 <br /> C 1.000 1.000 1.00 1.00 1.500 1.000 <br /> D 1.000 1.000 1.00 1.00 1.500 1.000 <br /> E 1.000 1.000 1.00 1.00 1.500 1.000 <br /> F 1.000 1.000 1.00 1.00 1.500 1.000 <br /> G 1.000 1.000 1.00 1.00 1.300 1 000 <br /> Materials... <br /> Member Youngs Density Thermal Yield <br /> Label ksi kcf in/degr ksi <br /> Default 1 1.00 0.000 I 0.000000 1.00 <br /> Hem-Fir,No.2 1,300.00 0.027 0.000000 0.00 <br /> Wood Material Data... <br /> Hem-Fir, No.2,Hem-Fir, No.2, Density=26.840pcf, FbT= 1466.25psi, FbC=1466.25psi, Fv= 150psi, Ft=787.5, Fc=1495psi, E Bend XX= <br /> 1300ksi, E BendMin XX=470ksi, E Beny YY=Oksi, E BendMin YY=Oksi, E Axial=Oksi, Species=74"Thick, Grade=No.2, Class=2"4' <br /> Thick <br /> Member Sections... <br /> Prop Label Group Tag Material Area Depth Width Ixx lyy <br /> 2x4 Group Hem-Fir, No.2 5 250 in^2 3.50 in 1.50 in 5.359 inA4 0.9844 inA4 <br /> 2x6 Group Hem-Fir, No.21, 8.250 inA2 5.50 in 1.50 in 20.797 inA4 1.547 inA4 <br /> 2x6 Group Hem-Fir, No.2 8.250 inA2 5.50 in 1.50 in 20.797 inA4 1 547 inA4 <br /> Default Group Default 1.0 in^2 0.0 in 0.0 in 1.0 inA4 1.0 inA4 <br /> Member Distributed Loads.... Note: Loads labeled "Global Y" act downward (in "-Y" direction <br /> Member Load Load Extents Load Magnitude <br /> Start ft Dead Roof Live Live Snow Seismic Wind Earth <br /> Label Direction End <br /> A Global Y 0 0 Start Mag 0 020 0 040 0 050 k/ft <br /> 6.731 End Mag 0.020 0.040 0 050 k/ft <br /> B Global Y 0.0 Start Mag 0.020 0.040 0.050 k/ft <br /> 3.627 End Mag 0.020 0 040 0.050 k/ft <br />