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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