Architectural Graphic Standards (11th Edition / Student by Charles George Ramsey, Harold Reeve Sleeper

By Charles George Ramsey, Harold Reeve Sleeper

The hot pupil variation of the definitive architectural reference

For seventy-five years, Architectural photo criteria has been the go-to reference for architects, developers, and engineers. Revised for the 1st time in view that 2000, Architectural picture criteria, pupil version provides scholars their very own convenient resource.

Carefully abridged from the 11th variation of Architectural picture criteria, this pupil version positive aspects an analogous richly distinct pictures and textual content that experience made Architectural picture criteria a vintage, yet up to date and reorganized in a manner that's proper to today's scholar. hundreds of thousands of illustrations and a wealthy index provide rapid entry to enormous quantities of architectural parts, whereas the big variety of themes coated makes this paintings suitable all through a student's structure schooling and into the early phases practice.

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Follows CSI's Uniformat, a type procedure that heavily fits an architect's workflow

Features thoroughly up to date content material with a wide selection of normal architectural details

Offers an ancillary website that includes pattern curriculums, pupil workouts, lecture room tasks, PowerPoint(r) slides, and more
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Additional resources for Architectural Graphic Standards (11th Edition / Student Edition)

Example text

Neil Hutcheon categorized the purposes of architectural enclosure, which are paraphrased as follows: • Control heat flow. • Control airflow. • Control water vapor flow. • Control rain penetration. • Control light, solar, and other radiation. • Control noise and vibration. • Control fire. • Provide strength and rigidity (resist gravity, snow, wind, seismic, blast, impact, and ballistic loads). • Be durable. • Be of economic value. • Be of aesthetic value. Satisfying the requirements to be warm, safe, and dry is only the beginning, however; without appealing to the human intellect and addressing sociocultural conditions, mere building results.

Decrease column spacing, to decrease the brace forces. • Change the foundation type (typically, to a deep foundation that can resist the uplift more effectively). SHEAR Braces and shear walls tend to collect the lateral forces and concentrate the loads in a few locations. Shallow and deep foundations have limited lateral load-resisting capability. By combining several foundations together, it is possible to effectively increase the lateral load resistance. The concrete tie beams are typically designed to distribute the lateral loads through tension or compression of the beam.

Anchor bolts designed to resist moments and shears from axial loads, as well as lateral loads. 5–7 100 5–40 2Ј–0Љ to 4Ј–0Љ 120 20–70 1-1/2" sq. to 4-1/2 dia. 100 15–60 4Ј- 0Љ to 15Ј–0Љ COMPOSITE Helical pier Helical pulldown micropile 100 20–70 4" dia. to 7" dia. 35 a. Applicable material specifications: Concrete ACI 318; Timber ASTM D 25; Structural Sections ASTM A 36, A 572, and A 690. For selection of type of pile, consult a geotechnical engineer. b. A mandrel is a member inserted into a hollow pile to reinforce the pile shell while it is driven into the ground.

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