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You are tasked with the analysis and design of the gravity and wind framing system for a 6-story office building. A part plan of the building is attached.
The plan dimensions of the building are 140 feet (5 bays @ 28 feet per bay) by 125 feet (5 bays @ 25 feet per bay). The story height is 13 feet. A rectangular reinforced concrete core is constructed between grids C and D and 3 and 4. The design wind pressure on the building is 20 psf.
You are tasked with a) framing a gravity floor system constructed of reinforced concrete, b) sizing the one-way slabs; beams on column lines 1.5, 2 and B; and column B2, and c) drawing details using AutoCad or similar of critical elements, to include slabs, beams (all those designed above), columns, beam-column connections, slab-to-beam connections that include rebar details (size, spacing, etc).
Assume the following
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A copper tube 1.2 m long, has 80mm internal diameter and 2 mm wall thickness. It has closed ends, and is filled with water under pressure. What will be the alteration of pressure i
EXPLANE PLZZ
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(a) Illustrate self-locking and self-energizing brakes. (b) The diameter of the drum is 250mm and the angle of contact is 90 o , If the operating force of 700 N is applied at th
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