Problem 1 Given: T ATT WD, WL TB +84 24- Where: WD = 20 plf WL-120 plf In order to develop maximum moment and shear at c

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Problem 1 Given T Att Wd Wl Tb 84 24 Where Wd 20 Plf Wl 120 Plf In Order To Develop Maximum Moment And Shear At C 1 (53.93 KiB) Viewed 27 times

Problem 1 Given: T ATT WD, WL TB +84 24- Where: WD = 20 plf WL-120 plf In order to develop maximum moment and shear at critical locations, live load may be placed over the span AB or over the cantilever portion. A.) Sketch the load configurations and determine the controlling load combinations for each case. Perform calculations using both ASD and LRFD. Please consider the load combinations given in NDS. Show your calculations. B.) Develop your moment and shear diagrams. Show the final results using shear and moment envelopes. C.) Analyze the above structure with the relevant loads and boundary conditions using a software that you are comfortable with. Present shear and moment envelopes.