Trying to analyze this problem using SAP2000, but my diagrams seem a little strange. Could someone familiar with the software tell me if this part of my code looks correct?
B. Use SAP2000 to analyze the frame shown below 2 k 2k 2 k 4 ft 8 ft Assume the frame is constructed as shown in the problem. The point loads shown represent live loads. The steel beam (A-B) is a W10x19 (depth = 10.2 in, flange width = 4.02 in, flange thickness=0.395 in, web thickness=0.25 in). The steel column is a W8x31 (depth = 8.0 in, flange width = 8.0 in, flange thickness=0.435 in, web thickness=0.285 in). You must also add the dead load (D) which is a 150 lb/ft uniform load in the downward direction only on the beam from point A to B (not shown on drawing). For the ASCE 7 design load combination of 1.2D+01.6L, (a) compute the reactions and (b) generate the shear, bending moment, and axial force diagrams for the frame. Locate and label the maximum bending moments in each frame member. If the frame is loaded by 1.0L only, what is the beam vertical deflection at the center 2 kip point load? 5 FA ele lem View Case-Quake Type-Linstatic InitiaCond-Zero DesTypeOpt="Prop Det DesignType-QUAE DesactOpt-Prog Det Despact-Short-Term Composite AutoType-on Huncas TAOLE: "CASE STATIC 1 - LORD ASSIGNMENTS Car-OEND Ladype-load pattern" adlane-Dead ds-1 Case-LIVE Loadtype-load pattern LoadName Live LoadSF-1 Case- Loadtype"Ind pattern Lodame-Wind LoadS1 Care-Quake toadtype-lood putter" Loade-Quake Loads1 TABLE COTATION DEFINITIONS CML 7.0" CombolyperLinear Autobiano Case-DEAD Scalefactor-1.2 SteelDesign-one Concessione AlumDesign-Hone Coldes pone CowboSCE 7 14" Cavam-LIVE ScaleFactor 1 Combom ASCE 7 44" Casellane-WIND Scalefactor-1.6 ContoASE 7 Combolype="Linear Art Autobesign Casa DEAD Scalefactor-1.2 Steelesiione ConcDesign-one Alumdesione ColdDesigne CASCE Case Scalefactor-0.5 ComboASCE 7 E 5 Cavale Scalefactor 1.0 Combo 1.20.1.6 Combolype "Linear Mr Autobesigneto Casellas-OED Scalefactor Steeldesign-tone Concesione Alu Design None Caldesig-Hone Ceboom"1.2016 Casellar-LIVE Scalefactor 1.6 Combo 1.20.1.6" Caset-OO Scalefactore. C1 ComboType"Linear Mr Autobesigillo Case LIVE Scalefactor Steelesign-one Concesione Alimesinine ColdDesign-one 1.OL Card-LIVE Scalefactor-1. TARE "LOS - DISTRIBUTE toated Coord- Typeforce Dir Disttype-test Ret Ret 1 A DISTA-Asisti-18 Fover A-0.0125 Overi 0.0125 Irat- Coordy-GLOB Type-Force Dir DistType-1st Relost- Helist Asist Absolstil-48 FOver 0.0125 FOver 0.0125 Fradratal Coordsy GLOBAL Type-Fore. Din DistType-R 101 Rei - Relist-1 Abiste AbsDist FOver 0.0125 Over-0.01% TE ON LOS FORCE Joint Patie Coord-GLOBAL Saint-LeCoord-ORAL Loudt Live coord- TALE DATA 11.0 2-0 -2 0-0 0-0 F10 F10 F1.2 RO 0-0 0-0 F1-0 2-0 1-0 0-0 - TEXT UNUTIM LAC Fm 2011 RECYCLE Day B. Use SAP2000 to analyze the frame shown below 2 k 2k 2 k 4 ft 8 ft Assume the frame is constructed as shown in the problem. The point loads shown represent live loads. The steel beam (A-B) is a W10x19 (depth = 10.2 in, flange width = 4.02 in, flange thickness=0.395 in, web thickness=0.25 in). The steel column is a W8x31 (depth = 8.0 in, flange width = 8.0 in, flange thickness=0.435 in, web thickness=0.285 in). You must also add the dead load (D) which is a 150 lb/ft uniform load in the downward direction only on the beam from point A to B (not shown on drawing). For the ASCE 7 design load combination of 1.2D+01.6L, (a) compute the reactions and (b) generate the shear, bending moment, and axial force diagrams for the frame. Locate and label the maximum bending moments in each frame member. If the frame is loaded by 1.0L only, what is the beam vertical deflection at the center 2 kip point load? 5 FA ele lem View Case-Quake Type-Linstatic InitiaCond-Zero DesTypeOpt="Prop Det DesignType-QUAE DesactOpt-Prog Det Despact-Short-Term Composite AutoType-on Huncas TAOLE: "CASE STATIC 1 - LORD ASSIGNMENTS Car-OEND Ladype-load pattern" adlane-Dead ds-1 Case-LIVE Loadtype-load pattern LoadName Live LoadSF-1 Case- Loadtype"Ind pattern Lodame-Wind LoadS1 Care-Quake toadtype-lood putter" Loade-Quake Loads1 TABLE COTATION DEFINITIONS CML 7.0" CombolyperLinear Autobiano Case-DEAD Scalefactor-1.2 SteelDesign-one Concessione AlumDesign-Hone Coldes pone CowboSCE 7 14" Cavam-LIVE ScaleFactor 1 Combom ASCE 7 44" Casellane-WIND Scalefactor-1.6 ContoASE 7 Combolype="Linear Art Autobesign Casa DEAD Scalefactor-1.2 Steelesiione ConcDesign-one Alumdesione ColdDesigne CASCE Case Scalefactor-0.5 ComboASCE 7 E 5 Cavale Scalefactor 1.0 Combo 1.20.1.6 Combolype "Linear Mr Autobesigneto Casellas-OED Scalefactor Steeldesign-tone Concesione Alu Design None Caldesig-Hone Ceboom"1.2016 Casellar-LIVE Scalefactor 1.6 Combo 1.20.1.6" Caset-OO Scalefactore. C1 ComboType"Linear Mr Autobesigillo Case LIVE Scalefactor Steelesign-one Concesione Alimesinine ColdDesign-one 1.OL Card-LIVE Scalefactor-1. TARE "LOS - DISTRIBUTE toated Coord- Typeforce Dir Disttype-test Ret Ret 1 A DISTA-Asisti-18 Fover A-0.0125 Overi 0.0125 Irat- Coordy-GLOB Type-Force Dir DistType-1st Relost- Helist Asist Absolstil-48 FOver 0.0125 FOver 0.0125 Fradratal Coordsy GLOBAL Type-Fore. Din DistType-R 101 Rei - Relist-1 Abiste AbsDist FOver 0.0125 Over-0.01% TE ON LOS FORCE Joint Patie Coord-GLOBAL Saint-LeCoord-ORAL Loudt Live coord- TALE DATA 11.0 2-0 -2 0-0 0-0 F10 F10 F1.2 RO 0-0 0-0 F1-0 2-0 1-0 0-0 - TEXT UNUTIM LAC Fm 2011 RECYCLE Day
