1913 HOYT AVE C D 2022-05-23 - Laserfiche WebLink

,STRUCTURAL DESIGN ASSOCIATES Project Title: Engineer: Project ID: SDA#7976 Project Descr: Printed:2 FEB 2018,8:21AM 12-D Frame T - File=1Uasp8rMeAvorkWes1PROJECTS17300.7.1t797617976M-1.EC6 I ENERCALC,INC.1983-2017,Build:10.17.12.10,Ver:10.17.12.10 Lic.#: KW-06011301 Licensee:Covington Extreme Member End Forces Only Load Combinations giving maximum values are listed Member"I"End Forces . '/ Member"J"End Forces Member Label Axial Shear Moment ) Axial Shear Moment k k k-ft k k k-ft 2-4 u -3.877 -4.888 32.952 '/ -4.873 --4.387 _46.596 Min +0.4788D+0,70E +0.4788D+0.70E +0.47.:0+0.70E +0.47.:D+0.70E +0.4788D-0.70E +0.4788D+0.70E 3-4 18.985 9.237 • i -3.509 8.875 78.513 Max +D+S +1.121D+0.70E +0.47881 t + +0.47:=:D-0.70E +0.47::D-0.70E +1.121D+0.70E 3-4 3.509 -8.875 . • -4.835 -9.091 -75.434 Min +0.4788D-0.70E +0.4788D-0.70E 40.600+0.:i , *0.60040.60W +0.47880+0.70E +0.47880-0.70E 4-6 4.868 10.089 52.945 ,� ' 4.143 6.442 35.213 Max +1.121D-0.70E +1.121D-0.70E +1.121D-0.70E .qe +0.4788D-0.70E +D+S +0,4788D-0,70E 4-6 -4.218 -4.628 -30.681 -4.532 -0.02578 -38.521 Min +0.4788D+0.70E +0.4788D+0.70E +0.4788D+0- 1. +0.4788D+0.70E +0.4788D-0.70E +0.4788D+0.70E 5-6 43.152 4.793 0.0 0.02578 4.143 40.741 Max +1.121D-0.70E +1.121D+0.70E +0,478BD-0.70E +0,4788D-0.70E +0.4788D-0.70E +1.121D+0.70E 5-6 -39.365 -4.143 \,, 0.0 ) -2.292 -4.532 -35.213 Min +0.47880+0.70E +0.47880-0.70E +0.60ih0.60W +0.4788D+0.70E +0.4788D+0.70E +0.47880-0.70E Extreme Member Forces Only Load Combinations giving maximum values are listed Mmbr Label Axial Dist from"I"Joint Moment Dist from"I"Joint I Shear Dist from"I"Joint 1-2 4.888k 0.0 ft 41.560 k-ft 8.50ft I 3.877 k 0.0 ft - Max +0,47880+0.70E +1.1210-0.70E +0.4788D+0.70E 1-2 -8.179k 0.0 ft -32.952 k-ft 8.50ft -4.483 k 0.0 ft Min +0.47880-0.70E +0.47880+0.70E +0.47880-0.70E 2-4 4.267k 20.0 ft 56.773k-ft 20.0ft 10.387 k 0.0 ft Max +0.4788D-0.70E +1.121D+0.70E +1.121D 0.70E 2-4 -4.873k 20.0 ft -32.952k-ft 0.0ft -8.680 k 20.0 ft Min +0.4788D+0.70E +0.47880+0.70E +0.47880+0.70E 3-4 -3.509k 0.0 ft 75.434 k-ft 8.50ft 9.237 k 0.0 ft Max +0.4788D-0.70E +0,4788D-0.70E +1.121D+0.70E 3-4 -4.835k 0.0 ft -77.277 k-ft 8.50ft -8.875 k 0.0 ft Min +0.60D+0.60W +0.4788D+0.70E +0.4788D-0.70E 4-6 4.218k 0.0 ft 52.945k-ft 0.0ft 10.089 k 0.0 ft Max +0,47880+0.70E +1,121D-0,70E +1.121 D-0.70E 4-6 -4.607k 0.0 ft -35.213k-ft 20.0ft -7.395 k 20.0 ft Min +0.47880-0.70E +0,47880-0.70E +0.47880+0.70E 5-6 39.365k 0.0 ft 35.213k-ft 8.50ft 4.793 k 0.0 ft Max +0.47880+0.70E +0.47880-0.70E +1.1210+0.70E 5-6 -41.631k 0.0 ft -38.521 k-ft 8.50ft -4.143 k+0.4788D-0.70E 0.0 ft Min +0,4788D-0,70E +0.4788D+0.70E Member Stress Checks... Stress Checks per AISC 360-10&NDS 201f Member Section Material Max.Axial+Bending Stress Ratios Max.Shear Stress Ratios Label Label Load Combination Ratio Status Dist (ft) Load Combination Ratio Status Dist (ft) 1-2 ColLine 1 Stee +1.121D-0.70E 0.660 PASS 8.50 +1•121D-0.70 0.052 PASS 0.00 2-4 BmLvl 1 Stee +1.1210+0.70E 0,470 PASS 20.00 +1.1210+0.70E 0.075 PASS 20.00 3-4 ColLine 2 Stee +1,121D+0.70E 0.866 PASS 8.50 +1.121D+0.70E 0.074 PASS 0.00 4-6 BmLvl 1 Stee +1.121D-0.70E 0.439 PASS 000 +1.121D-0.70E 0.065 PASS 0.00 5-6 ColLine 3 Stee +1.121D+0.70E 0.635 PASS 8,.50 +1.1210+0.70E 0.051 PASS 0.00