missouri s&t€¦ · web viewgetting-started problem a model + loads + ground reactions...
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![Page 1: Missouri S&T€¦ · Web viewGetting-Started Problem A Model + Loads + Ground Reactions vertical pin reaction = 19.13 kips vertical roller reaction = 33.37 kips Shear Force + Bending](https://reader036.vdocuments.net/reader036/viewer/2022071016/5fceb9871d9bf85e0c70b4f0/html5/thumbnails/1.jpg)
Joe Miner
Getting-Started Problem A
Model + Loads + Ground Reactions vertical pin reaction = 19.13 kips vertical roller reaction = 33.37 kips
Shear Force + Bending Moment + Bending Stress + Shear Stress Diagrams shear force = -33.37 to 19.13 kips bending moment = 0 to 185.67 ft-kip bending stress = 0 to 23.58 ksi shear stress = -4.82 to 2.76 ksi
![Page 2: Missouri S&T€¦ · Web viewGetting-Started Problem A Model + Loads + Ground Reactions vertical pin reaction = 19.13 kips vertical roller reaction = 33.37 kips Shear Force + Bending](https://reader036.vdocuments.net/reader036/viewer/2022071016/5fceb9871d9bf85e0c70b4f0/html5/thumbnails/2.jpg)
Deflection Diagram maximum deflection = 1.0579 in.
Getting-Started Problem B
Model + Loads + Ground Reactions vertical pin reaction = 6.39 kips vertical roller reaction = 6.39 kips
![Page 3: Missouri S&T€¦ · Web viewGetting-Started Problem A Model + Loads + Ground Reactions vertical pin reaction = 19.13 kips vertical roller reaction = 33.37 kips Shear Force + Bending](https://reader036.vdocuments.net/reader036/viewer/2022071016/5fceb9871d9bf85e0c70b4f0/html5/thumbnails/3.jpg)
Axial Force maximum tension force = 8.19 kips maximum compression force = 5.79 kips one zero-force member
Stress maximum tension stress = 0.56 ksi maximum compression stress = 0.39 ksi
![Page 4: Missouri S&T€¦ · Web viewGetting-Started Problem A Model + Loads + Ground Reactions vertical pin reaction = 19.13 kips vertical roller reaction = 33.37 kips Shear Force + Bending](https://reader036.vdocuments.net/reader036/viewer/2022071016/5fceb9871d9bf85e0c70b4f0/html5/thumbnails/4.jpg)
Deflection vertical deflection at C = 0.0082 in. horizontal deflection at C = 0.0033 in.