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Project Title: <br /> Engineer: <br /> Project ID: SDA#7673-220426 REVISION <br /> Project Descr: <br /> 2-D Fralrne File:7673-220426 vs3.ec6 <br /> Software copyright ENERCALC,INC 1983-2020,Build:12.20.8.24 <br /> Lic.#:KW-06014008 Structural Design Associates <br /> Description : FULL FRAME SINGLE 'X' BRACED FRAME (rho=1.3) <br /> Joints... <br /> Joint Joint Coordinates Joint <br /> Label X T <br /> Y X Translational Restraint Y Translational Restraint Z Rotational Restraint Temp <br /> ft9F <br /> 1 0.0 0.0 Fixed Fixed Fixed 0 <br /> 2 0.0 12.50 0 <br /> 3 18.250 0.0 Fixed Fixed Fixed 0 <br /> 4 18.250 12.50 0 <br /> 5 19.80 12.50 0 <br /> 6 21.660 0.0 Fixed Fixed Fixed 0 <br /> 7 21.660 12.50 0 <br /> 8 35.660 0.0 Fixed Fixed Fixed 0 <br /> 9 35.660 11.80 0 <br /> 10 35.660 12.50 0 <br /> 11 36.90 0.0 Fixed Fixed Fixed 0 <br /> 12 38.10 0.0 Fixed Fixed Fixed 0 <br /> 13 39.40 0.0 Fixed Fixed Fixed 0 <br /> 14 40.60 0.0 Fixed Fixed Fixed 0 <br /> 15 41.80 0.0 Fixed Fixed Fixed 0 <br /> 16 43.0 0.0 Fixed Fixed Fixed 0 <br /> 17 44.30 0.0 Fixed Fixed Fixed 0 <br /> 18 45.60 0.0 Fixed Fixed Fixed 0 <br /> 19 46.80 0.0 Fixed Fixed Fixed 0 <br /> 20 46.80 11.80 0 <br /> 21 46.80 12.50 0 <br /> 22 48.0 0.0 Fixed Fixed Fixed 0 <br /> 23 48.0 12.50 0 <br /> Members... <br /> Member Endpoint Joints Member Releases Specify Connectivity of Member Ends to Joints <br /> Pro ert Label Length I End J End <br /> Label p y I Joint J Joint ft x y z (rotation) x y z (rotation) <br /> 1-2 EXISTING POST 1 2 12.500 Fixed Fixed Pinned Fixed Fixed Pinned <br /> 10-21 EXISTING BEAM 10 21 11.140 Fixed Fixed Fixed Fixed Fixed Fixed <br /> 11-12 BRACE POST 11 12 1.200 Fixed Fixed Fixed Fixed Fixed Fixed <br /> 12-13 BRACE POST 12 13 1.300 Fixed Fixed Fixed Fixed Fixed Fixed <br /> 13-14 BRACE POST 13 14 1.200 Fixed Fixed Fixed Fixed Fixed Fixed <br /> 14-15 BRACE POST 14 15 1.200 Fixed Fixed Fixed Fixed Fixed Fixed <br /> 15-16 BRACE POST 15 16 1.200 Fixed Fixed Fixed Fixed Fixed Fixed <br /> 16-17 BRACE POST 16 17 1.300 Fixed Fixed Fixed Fixed Fixed Fixed <br /> 17-18 BRACE POST 17 18 1.300 Fixed Fixed Fixed Fixed Fixed Fixed <br /> 18-19 BRACE POST 18 19 1.200 Fixed Fixed Fixed Fixed Fixed Pinned <br /> 19-20 BRACE POST 19 20 11.800 Fixed Fixed Pinned Fixed Fixed Fixed <br /> 19-9 BRACE POST 19 9 16.228 Fixed Fixed Pinned Fixed Fixed Pinned <br /> 2-4 EXISTING BEAM 2 4 18.250 Fixed Fixed Fixed Fixed Fixed Fixed <br /> 20-21 BRACE POST 20 21 0.700 Fixed Fixed Fixed Fixed Fixed Pinned <br /> 21-23 EXISTING BEAM 21 23 1.200 Fixed Fixed Fixed Fixed Fixed Fixed <br /> 22-23 EXISTING POST 22 23 12.500 Fixed Fixed Pinned Fixed Fixed Pinned <br /> 3-4 EXISTING POST 3 4 12.500 Fixed Fixed Pinned Fixed Fixed Pinned <br /> 4-5 EXISTING BEAM 4 5 1.550 Fixed Fixed Fixed Fixed Fixed Pinned <br /> 5-7 EXISTING BEAM 5 7 1.860 Fixed Fixed Fixed Fixed Fixed Fixed <br /> 6-7 EXISTING POST 6 7 12.500 Fixed Fixed Pinned Fixed Fixed Pinned <br /> 7-10 EXISTING BEAM 7 10 14.000 Fixed Fixed Fixed Fixed Fixed Fixed <br /> 8-11 BRACE POST 8 11 1.240 Fixed Fixed Pinned Fixed Fixed Fixed <br /> 8-20 BRACE POST 8 20 16.228 Fixed Fixed Pinned Fixed Fixed Pinned <br /> 8-9 EXISTING POST 8 9 11.800 Fixed Fixed Pinned Fixed Fixed Fixed <br /> 9-10 EXISTING POST 9 10 0.700 Fixed Fixed Fixed Fixed Fixed Pinned <br /> 9-20 BRACE POST 9 20 11.140 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 />