DESIGN STAGES OF STRUCTURE
Things that are discussed and attended during the concept design stage:
• Type of construction— reinforced concrete, precast concrete, reinforced masonry, structural steel, cold formed steel, wood, etc.
• Bracing or shear wall locations—Horizontal forces due to wind, earthquakes, etc. must be transferred down from the superstructure to the foundations. The most efficient means of accomplishing this is usually to provide vertical bracing or shear walls oriented in each principle direction, which must be coordinated with functional and aesthetic requirements for partitions, doors, and windows.
• Floor and roof penetrations—Special framing is often required to accommodate stairs, elevators, mechanical chases, exhaust fans, and other openings.
• Floor-to-floor heights—Adequate space must be provided for not only the structure itself, but also raised floors, suspended ceilings, duct work, piping, lights, and cable runs for power, communications, computer networks, etc. This may affect the type of floor system (reinforced concrete beams, joists, or flat plates; structural steel beams or open web steel joists; cold-formed steel or wood joists or trusses) that is selected.
• Exterior cladding—The building envelope not only defines the appearance of the facility, but also serves as the barrier between the inside and outside worlds. It must be able to resist wind and other weather effects while permitting people, light, and air to pass through openings such as doors, windows, and louvers.
• Equipment and utility arrangements—Large equipment (air handling units, condensers, chillers, boilers, transformers, switch gear, etc.) and suspended utilities (duct work, piping, light fixtures, conduits, cable trays,etc.) require adequate support, especially in areas subject to seismic activity that can induce significant horizontal forces.
• Modifications to existing buildings—Changing the type of roof or roofing material, adding new equipment, and removing load-bearing walls are common examples of renovation measures that require structural input
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