Laserfiche WebLink
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 /> L LFc#.KW-06014008,Build:20.23 10 02 Structural Design Associates (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: DORMER 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 /> 2 0.0 5.573 Fixed Fixed Fixed 0 <br /> 3 8.0 7.750 Fixed 0 <br /> 4 13.50 6.250 0 <br /> 5 16.0 00 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 I End J End <br /> n x y z (rotation) x y z (rotation) <br /> B 2-2x4 2 6 6.217 Fixed Fixed Pinned Fixed Fixed Fixed <br /> C 2-2x4 6 3 2074 Fixed Fixed Fixed Fixed Fixed Pinned <br /> D 2-2x4 3 7 2.074 Fixed Fixed Pinned Fixed Fixed Fixed <br /> E 2-2x4 7 4 3 627 Fixed Fixed Fixed Fixed Fixed Fixed <br /> F 2-2x4 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 /> B 1.000 1.000 1.00 1.00 1.000 1.000 <br /> C 1.000 1.000 1 00 1.00 1 000 1.000 <br /> D 1.000 1.000 1.00 1.00 1 000 1.000 <br /> E 1.000 1.000 1 00 1.00 1.000 1.000 <br /> F 1.000 1.000 1.00 1.00 1.000 1.000 <br /> G 1.000 1.000 1.00 1.00 1 000 1.000 <br /> Materials... <br /> Member Youngs Density Thermal Yield <br /> Label ksi kcf in/degr 1 ksi <br /> Default 1.00 0.000 l 0.000000 1.00 <br /> Hem-Fir, No.2 1,300.00 _ 0.027 0.000000 I 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=2"4'Thick, Grade=No.2, Class=2%4" <br /> Thick <br /> Member Sections... <br /> Prop Label Group Tag Material Area Depth Width Ixx lyy <br /> 2-2x4 Group Hem-Fir, No.2 10 50 in12 3.50 in 3.0 in 10 719 in^4 7.875 inA4 <br /> 2x4 Group Hem-Fir, No.2 5.250 inA2 3.50 in 1.50 in 5.359 inA4 0.9844 inA4 <br /> 2x6 Group Hem-Fir, No.2 8.250 inA2 5.50 in 1 50 in 20.797 inA4 1 547 inA4 <br /> 3-2x4 Group Hem-Fir, No.2 15.750 in^2 3.50 in 4.50 in 16.078 inA4 26.578 inA4 <br /> 3x6 Group Hem-Fir, No.2 13.750 inA2 5.50 in 2.50 in 34.661 inA4 7.161 inA4 <br /> 4-2x4 Group Hem-Fir, No 2! 21.0 inA2 3 50 in 6.0 in 21.438 inA4 630 inA4 <br /> Default Group Default 1.0 inA2 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 /> 6 Global Y 0 0 Start Mag 0 020 0 040 0,050 k/ft <br /> 6 217 End Mag 0 020 0 040 0.050 k/ft <br /> C Global Y 0.0 Start Mag: 0.020 0 040 0.050 k/ft <br /> 2 074 End Mag: 0 020 0 040 0.050 k/ft <br />