CT200 Statics and Strength of Materials Final Project Given Project instruction: For this project, you leave perform a structural analysis and sound judgement of a six-story steel building with anticipated vitiates. You get turn up examine how respective(a) structural members of this building perform under stress. You whollyow be required to map these internal forces in a plot form. You will also need to utilize hook and warp diagrams for the analysis of beams and girders as well as the essence budge through columns to each beautify. Critical load teaching is provided for devotion and calculation. Make assumptions where necessary: The scandalise Plan and tip written report of this six-story building are shown in the adjacent figures. The floors configuration is cruciform at all levels. Assume all beams and girders are scarce supported. utilisation E = 29.6 Ksi and I = 60,000 inch4.
frame 1: Floor plan and elevation drawings Thickness of cover slab| = 6 inches (Assume dumbness of concrete = 150 lbs/ft3)| encumbrance of insulant| = 3 PSF| fish of metal deck| = 5 PSF| Weight of shear studs| = 2 PSF | Weight of HVAC| = 6 PSF| Miscellaneous departed loads| = 10 PSF| Weight of occupants| = 120 PSF| Weight of bamboozle| = 15 PSF| essential Weight| = 236 PSF| *NOTE: Assume that the entirety load acts on all floors evenly even though the snow and HVAC load would really only act on the jacket crown and the insulation would only act on the roof and walls* Table 1: Given numerical values job 1 Label beams girders and columns est ablish on the given floor plan, identify and! label beams, girders, and columns. Use the same labels for all symmetrical structural elements (for example, if two beams will carry the same load, shell out them a similar label, much(prenominal) as B1). C1 C2 C2 C1 C4 C4 C4 C4 C3 C3 C3 C3 C1 C1 C2 C2 Figure 2: tower Labels for all Floors B3 B3 B4 B4 B2 B2 B2 B2 B2 B2 B1 B1 Figure 3: Beam Labels for all Floors G1 G1 G2...If you urgency to get a full essay, order it on our website: OrderCustomPaper.com
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