mannikin 1: Floor plan and efflorescence drawings Thickness of concrete slab| = 6 inches (Assume dumbness of concrete = one hundred fifty lbs/ft3)| encumbrance of insulant| = 3 PSF| Weight of metal pull down| = 5 PSF| Weight of shear studs| = 2 PSF | Weight of HVAC| = 6 PSF| Miscellaneous dead fill up| = 10 PSF| Weight of occupants| = great hundred PSF| Weight of Snow| = 15 PSF| essential Weight| = 236 PSF| * lower: Assume that the total load bites on all floors as even though the deoxycytidine monophosphate and HVAC load would really further act on the jacket crown and the insulation would only act on the roof and walls* bow 1: Given numeric values Task 1 brand beams girders and columns establish on the disposed(p) floor plan, identify and tick beams, girders, and columns. Use the corresponding labels for all symmetrical structural elements (for example, if dickens beams will carry the same load, assign them a equal label, much(prenominal) as B1). C1 C2 C2 C1 C4 C4 C4 C4 C3 C3 C3 C3 C1 C1 C2 C2 material body 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 want to get a full essay, order it on our website: Ordercustompaper.com
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