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Building Design and Construction Handbook - Merritt - Ventech!

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9.26 SECTION NINE<br />

stress, which depend on workmanship, are eliminated), <strong>and</strong> a vertically progressive<br />

failure can be averted.<br />

One indirect measure is to read deflections of successive floors at each stage.<br />

With accurate measurements of E c, load per floor can then be estimated by structural<br />

theory. A more direct measure (seldom used) is strain measurement on the shores,<br />

usable with metal shores only. On large projects, where formwork cost <strong>and</strong> cost of<br />

failure justify such expense, both types of measurement can be employed.<br />

9.20 SPECIAL FORMS<br />

Special formwork may be required for uncommon structures, such as folded plates,<br />

shells, arches, <strong>and</strong> posttensioned-in-place designs, or for special methods of construction,<br />

such as slip forming with the form rising on the finished concrete or with<br />

the finished concrete descending as excavation progresses, permanent forms of any<br />

type, preplaced-grouted-aggregate concreting, underwater concreting, <strong>and</strong> combinations<br />

of precast <strong>and</strong> cast-in-place concreting.<br />

9.21 INSPECTION OF FORMWORK<br />

Inspection of formwork for a building is a service usually performed by the architect,<br />

engineer, or both, for the owner <strong>and</strong>, occasionally, directly by employees of<br />

the owner. Formwork should be inspected before the reinforcing steel is in place<br />

to ensure that the dimensions <strong>and</strong> location of the concrete conform to design drawings<br />

(Art. 9.16). This inspection would, however, be negligent if deficiencies in the<br />

areas of contractor responsibility were not noted also.<br />

(See ‘‘Guide to Formwork for Concrete,’’ ACI 347R, <strong>and</strong> ‘‘Formwork for Concrete,’’<br />

ACI SP-4, for construction check lists, <strong>and</strong> ‘‘Manual of Concrete Inspection,’’<br />

ACI SP-2.)<br />

REINFORCEMENT<br />

9.22 REINFORCING BARS<br />

The term deformed steel bars for concrete reinforcement is commonly shortened<br />

to rebars. The short form will be used in this section.<br />

St<strong>and</strong>ard rebars are produced in 11 sizes, designated on design drawings <strong>and</strong> in<br />

project specifications by a size number. Since the late 1990’s, bar producers have<br />

been manufacturing soft-metric rebars for use in both metric <strong>and</strong> inch-pound construction<br />

projects. Soft metric rebars have the same physical features as the corresponding<br />

inch-pound bars, i.e., the same nominal diameters <strong>and</strong> weight per foot<br />

(Table 9.4). Soft metric bars are marked with the metric size number <strong>and</strong> the metric<br />

grade of steel.

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