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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
The following data were obtained in a boiler trail: Mass and temperature of feed water: 680 kg/hr and 20 0 C, Steam temperature and its pressure : 15bar and 300 0 C, Coal used
methods in surface development
have assignment in FEM calculation and ANSYS are you able to solve this kind of assignment
Evaluate the motion of the system: If in above Example, the block A is resting on an inclined plane at 45 o to horizontal as illustrative in Figure, find out the motion of th
An inside cylinder locomotive has its cylinder centre lines 0.70 m apart and has a stroke of 0.60 m. The rotating mass per cylinder is similar to 150 Kg. and the reciprocating mass
The following items should be considered regarding the safe access and location of buildings: • The fire fighting pump house is usually located in a non-hazardous OSBL location
Types of Bridges and their Suitability: Bridging is a specialized filed of engineering science. It has very high degree of sill and expertise in this field, gathered from brid
A wooden cylinder (specific gravity = 0.6) of circular cross - section having length L and diameter D floats in water. Find the maximum permissible (L/D) ratio so that the cylinder
APPLICATIONS
A steel member supported by a tie bar has a load of 15 000 lbs on it. If the force on the steel member of 1.2 in 2 cross section is 14,180 lbs and the force on the tie bar of diam
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