Load Tracing Project

CT200 Statics and Strength of Materials Final Project Given Project entropy: For this project, you leave perform a structural analysis and judgement of a six-story steel building with anticipated vitiates. You get forbidden examine how respective(a) structural members of this building perform under stress. You leave behind 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 misdirect budge through columns to each scandalise. Critical load reading is provided for devotion and calculation. Make assumptions where necessary: The scandalise Plan and prime written report of this six-story building are shown in the side by side(p) figures. The floors configuration is centrosymmetric at kernelly levels. Assume all beams and girders are scarce supported. utilisation E = 29.6 Ksi and I = 60,000 inch4.

soma 1: Floor plan and elevation drawings Thickness of concrete slab| = 6 inches (Assume dumbness of concrete = 150 lbs/ft3)| encumbrance of detachment| = 3 PSF| weighting of metal deck| = 5 PSF| Weight of shear studs| = 2 PSF | Weight of HVAC| = 6 PSF| Miscellaneous unwarranted loads| = 10 PSF| Weight of occupants| = 120 PSF| Weight of hoodwink| = 15 PSF| essential Weight| = 236 PSF| *NOTE: Assume that the total load acts on all floors evenly even though the snow and HVAC load would really only act on the roof and the insulation would only act on the roof and walls* Table 1: Given numerical values parturiency 1 Label beams girders and columns establish on the given floor plan, identify and label beams, girders, and columns. Use the same la! bels for all symmetrical structural elements (for example, if two beams will carry the same load, delegate 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: column 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 pauperism to get a full essay, order it on our website: OrderEssay.net

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