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Project Title: <br /> Engineer: <br /> Project ID: SDA#7673-220426 REVISION <br /> Project Descr: <br /> Steel CO�U11111 • <br /> File:7673-220426 vs2.ec6 <br /> Software cop •.ht ENERCALC,INC.1983-2020,Build:12.20.8.24 <br /> Lic.#:KW-06014008 Structural Design Associates <br /> DESCRIPTION: SPLICE HORZ. COLUMN <br /> Code References <br /> Calculations per AISC 360-16, IBC 2018, CBC 2019,ASCE 7-16 <br /> Load Combinations Used :ASCE 7-16 <br /> General Information <br /> Steel Section Name: MC7x19.1 Overall Column Height 2.0 ft <br /> Analysis Method: Load Resistance Factor Top&Bottom Fixity Top& Bottom Pinned <br /> Steel Stress Grade Brace condition for deflection(buckling)along columns: <br /> Fy:Steel Yield 36.0 ksi X-X(width)axis: <br /> E:Elastic Bending Modulus 29,000.0 ksi Unbraced Length for buckling ABOUT Y-Y Axis=2.0 ft,K=0.65 <br /> Y-Y(depth)axis: <br /> Unbraced Length for buckling ABOUT X-X Axis=2.0 ft,K=0.65 <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> Column self weight included:38.20 lbs*Dead Load Factor <br /> AXIAL LOADS. . . <br /> Axial Load at 2.0 ft,W=7.620, E=13.10 k <br /> DESIGN SUMMARY <br /> Bending&Shear Check Results <br /> PASS Max.Axial+Bending Stress Ratio = 0.9475 :1 Maximum Load Reactions.. <br /> Load Combination +1.20D+2.OE Top along X-X 0.0 k <br /> Location of max.above base 0.0 ft Bottom along X-X 0.0 k <br /> At maximum location values are... Top along Y-Y 0.0 k <br /> Pu 26.246 k Bottom along Y-Y 0.0 k <br /> 0.9*Pn 27.699 k <br /> Mu-x 0.0 k-ft Maximum Load Deflections... <br /> 0.9*Mn-x: 39.150 k-ft Along Y-Y 0.0 in at 0.0ft above base <br /> for load combination: <br /> Mu-y 0.0 k-ft <br /> 0.9*Mn-y: 11.016 k-ft Along X-X 0.0 in at 0.0ft above base <br /> for load combination: <br /> PASS Maximum Shear Stress Ratio= 0.0 :1 <br /> Load Combination 0.0 <br /> Location of max.above base 0.0 ft <br /> At maximum location values are... <br /> Vu:Applied 0.0 k <br /> Vn*Phi:Allowable 0.0 k <br /> Load Combination Results <br /> Maximum Axial+Bending Stress Ratios Maximum Shear Ratios <br /> Load Combination Stress Ratio Status Location Cbx Cby KxLx/Rx KyLy/Ry Stress Ratio Status Location <br /> +1.40D 0.002 PASS 0.00 ft 1.00 1.00 15.00 5.63 0.000 PASS 0.00 ft <br /> +1.20D 0.002 PASS 0.00 ft 1.00 1.00 15.00 5.63 0.000 PASS 0.00 ft <br /> +1.20D+0.50W 0.139 PASS 0.00 ft 1.00 1.00 15.00 5.63 0.000 PASS 0.00 ft <br /> +1.20D+W 0.277 PASS 0.00 ft 1.00 1.00 15.00 5.63 0.000 PASS 0.00 ft <br /> +0.90D+W 0.276 PASS 0.00 ft 1.00 1.00 15.00 5.63 0.000 PASS 0.00 ft <br /> +1.20D+2.0E 0.948 PASS 0.00 ft 1.00 1.00 15.00 5.63 0.000 PASS 0.00 ft <br /> +0.90D+2.0E 0.947 PASS 0.00 ft 1.00 1.00 15.00 5.63 0.000 PASS 0.00 ft <br /> Maximum Reactions Note:Only non-zero reactions are listed. <br /> Axial Reaction X-X Axis Reaction k Y-Y Axis Reaction Mx-End Moments k-ft My-End Moments <br /> Load Combination @ Base @ Base @ Top @ Base @ Top @ Base @ Top @ Base @ Top <br /> D Only 0.038 <br /> +D+0.60W 4.610 <br /> +D+0.450W 3.467 <br /> +0.60D+0.60W 4.595 <br /> +D+0.70E 9.208 <br /> +D+0.5250E 6.916 <br /> +0.60D+0.70E 9.193 <br />