By Charles George Ramsey, Harold Reeve Sleeper
For over 70 years, Architectural image criteria has been the bedrock layout reference for generations of architects, developers and engineers. Now comes the main whole layout device yet----the thoroughly up to date and elevated 10th variation. You'll discover a wealth of data, whole with 10,000 drawings. (Text from BN)
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For over 70 years, Architectural photo 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 extended 10th variation. You'll discover a wealth of data, whole with 10,000 drawings.
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Extra resources for Architectural Graphic Standards (10th Edition) (Architectural Graphic Standards Series)
A disadvantage of the flat plate construction system is the relative difficulty of punching through the slab or plate. An important consideration with the use of flying forms is the regularity of bay spacing and the absence of deep beams or spandrels. During construction the forms are placed and removed in a sequence of related operations, with temporary shoring used after form removal under the slabs until they have cured. The repetitive use of the forms can lead to conservation of both time and, of course, the materials used in forming.
Certain parts of the mechanical system can be meshed within interior partitions and exterior walls, leaving them concealed. The sizing of structural members and joinery details may be influenced more by considerations of visual proportion and appearance than strictly by the loading and stress conditions involved. Structure and interior are unified in post and beam construction. Because the structural elements in this system are exposed to view in the finished builcings, as are portions of the mechanical system, care is required in the visual integration of these components and in the design Based on Richard D.
Retail commercial facilities usually require flexibility in lighting, partitioning, and mechanical systems and large expanses of column- and wall-free space; the envelope and structural systems chosen often reflect these demands. The height to which masonry bearing walls can be built without resorting to lateral bracing is limited. so they are used most frequently in one-story structures. Roof spans up to 60 ft can generally be accommodated. The spacing and depth of joists is related to the spanning capability of the roof decking material and the requirements for loads on the roof structure.
Architectural Graphic Standards (10th Edition) (Architectural Graphic Standards Series) by Charles George Ramsey, Harold Reeve Sleeper