Srructure analysis test solutions and materiuals, Summaries of Structures and Materials

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CE 461 - Structural Analysis Name: { A ROUNE. iB. Bexvett Final Exam Thanks for all your hard work this semester, and best of luck in your future studies and professional endeavors. It has been a pleasure having each of you in this course. If you would like your final exam grade and your final course grade emailed to you, please indicate so here: Y/N 1. (3 pts.) Which method of indeterminate analysis that we covered in class would probably be the most efficient choice (least computationally intensive) to determine support reactions for the following frame? You only have a pencil, calculator, and paper as tools with which to solve the problem. Your choices are: (1) Force Method, (2) Stiffness Method —Slope Deflection, and (3) Stiffness Method —- Moment Distribution. Support your answer. (You will not receive any credit without sufficient reasoning.) | yamud choo se Slope - ale Flechen. “the Bree mothod would reguict taleulahon % a large, numbeR of cloflectionts in order to Lad redunaants, Dive yumm distioubior, uLouid rempuice two pads (wl sidesway d Wo), it to, would be qibe length Fhe elope - doPlection method wid reaure simultenteu s son g lo eons. urhick “e Creator will do. lf yours does not, perheps moment diss lho? uusuld be more perbnertt for game 2P 2. (4 pts.) Please supply the effective lengths for each of the following columns. Le= 0.40 CE 461- Final Exam Page 1 off 10 CRB —r