By Charles George Ramsey, Harold Reeve Sleeper

For over 70 years, Architectural picture criteria has been the bedrock layout reference for generations of architects, developers and engineers. Now comes the main entire layout software yet----the thoroughly up to date and accelerated 10th variation. You'll discover a wealth of data, entire with 10,000 drawings. (Text from BN)

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The lightweight frame components are easily shipped, quickly assembled on site, and then lifted into place. Sometimes the frames are factory assembled and shipped whole or in subsections to the site. Careful coordination and assembly instructions are important to keep pieces in sequence for field assembly. Field bolting is almost always preferred to field welding of frame components, because welding space frames is expensive, and quality control can pose problems. Where a continuous perimeter wall will not support the space frame, the design of supporting points is crucial.

Vitullo, AlA; Oak Leaf Studio; Crownsville, Maryland Based on Richard 0, Rush, AlA, The BUilding Systems Integration Handbook {John Wiley & Sons, 19861. BUILDING SYSTEMS fire protection by reducing or eliminating through-floor pe etrations in office areas. Flat plate concrete construction is especially applicable apartments, hotels, and dormitories, in which no su pended ceiling is required. Story height can be minimized these applications by using the undersides of the slabs finish ceiling. Building Systems-Post- Tensioned Concrete 19 STRUCTURAL Frame: Rigid concrete (J) Roof: Rigid concrete slab Concrete slab IB) Floors, upper: Floor, basement- Slab on grade and concrete foundation (l) Principal advantages and characteristics: Post-tensioning is a highly sensitive integration of the compressive strength of concrete with the tensile strength of steel.

Rush, AlA, The Building Systems Integration Handbook (John Wiley & Sons. 19861. BUILDING SYSTEMS 14 Building Systems-Steel Frame with Access Floor and Curtain Wall STRUCTURAL Frame Steel, with welded and bolted connections IF) Roof: Steel decking welded to frame (A) Floors, upper: Steel decking welded to primary frame members, with cast-in-place concrete topping (M) Floors, Core: Slab on grade, with concrete foundabasement:tion (01 Central service core of cast-in-place concrete Principal advantages and characteristics: Core shear walls add rigidity to frame; composite action of structural steel framing and a steel and concrete floor diaphragm result in relatively long, uninterrupted clear spans with smaller depth of construction.

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