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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
General Phase of Value Engineering: Steps- 1. Prepare a strong foundation for the value study. Extension of auger in screw conveyer in hydraulic paver machine is to be do
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definition and derevation
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Explain frequency reuse In the cellular concept, service area is separated into regions called cells and the available frequency is divided among these cells. Every cellular b
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