Download PDF by ACI Committee 301: ACI 301M-10: Metric Specifications for Structural Concrete
By ACI Committee 301
It is a Reference Specification that the Architect/Engineer can practice to any development venture concerning structural concrete through bringing up it within the venture necessities. Checklists are supplied to help the Architect/Engineer in supplementing the provisions of this Reference Specification as wanted via designating or specifying person venture standards. the 1st 5 sections of this rfile hide normal building standards for cast-in-place structural concrete and slabs-on-ground. those sections disguise fabrics and proportioning of concrete; reinforcement and prestressing metal; creation, putting, completing, and curing of concrete; formwork functionality standards and development; remedy of joints; embedded goods; fix of floor defects; and completing of shaped and unformed surfaces. Provisions governing checking out, review, and reputation of concrete in addition to attractiveness of the buildings are incorporated. the remainder sections are dedicated to architectural concrete, light-weight concrete, mass concrete, post-tensioned concrete, shrinkagecompensating concrete, business ground slabs, tilt-up development, precast structural concrete, and precast architectural concrete.
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Extra info for ACI 301M-10: Metric Specifications for Structural Concrete
71–75. Pisa, Italy (2011). : Earth Construction: a Comprehensive Guide. : Transition period of the contemporary constructive system in the Modern Movement. : Analysis of construction system and damage assessment of traditional Turquish house—Case study of timber framed Kula houses. L. S. : Building conservation and Craftsmanship of Traditional Timber Structures. Beusekom, JW van. (2006) Building in wood in the Netherlands – From early medieval times until World War II, problems and possibilities of preservation.
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Concerns related with the construction of the walls and corners in vernacular architecture revealed some links with what is presented in treatises, such as with the use of stone blocks and their imbrication namely in rubble masonry walls. Pilasters introduced in the architectural conception for the corners increase the width of the wall to strengthen that area. However, in some earth constructions, fired bricks were used to strengthen the corners. Again, areas most susceptible to degradation include the arches and vaults, and the areas around openings.
ACI 301M-10: Metric Specifications for Structural Concrete by ACI Committee 301