Usual for the Structural layout of Composite Slabs and conventional perform for building and Inspection of Composite Slabs establishes criteria for the structural layout and trying out of composite slabs and for stable development perform and inspection tactics. common ANSI/ASCE 3-91 covers rather a lot, building level, power layout, provider load layout, attempt approaches, and try out effects review. normal ANSI/ASCE 9-91) discusses harm keep watch over, connections, concrete placement, shore elimination, holes, and gap reinforcement.

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Additional info for ANSI/ASCE 3-91, 9-91: Standard for the Structural Design of Composite Slabs (3-91) and Standard Practice for Construction and Inspection of Composite Slabs (9-91)

Example text

6 12 [,/S (D-13) (D-14) The bending capacities, developed according to this appendix, shall be confirmed with at l e a s t three slab tests for a particular steel deck profile andgiven embossment pattern. At least twodifferent steel deck thicknesses, t, shall be used with varyingslab depths, h. The slabs shall be formed on two widths of steel deck units attached directly to a supporting structure with end fasteners of typical design and spacing. 2 - Type II Decks. Decks of this type have horizontal embossments oriented parallel to the deck span width (See Fig.

L - Deck sections 20 L SteelDeck Forces ASCE 3 91 m 0759600 00230LL T05 m A. Type I Embossments with length measured along centerline W B. Type II Embossments C. 2 with line loads across the slabs at the span third-points to determine the bending moment strength, M,, for each specimen: M, = (Pe/2)(4', /12)/bd + M, (D-18) M, shall be established for eachof the tested specimens following the procedures in this appendix. For kach specimen, M,/M, shall be determined and, for the test series, the average MJM, established as KO.

3. Illustration of y for the case of single shore at center of simple span . . . . . . . . . 4 elements . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. Typical shear-bond failure . . . . . . . . . . . . . . . . . . . . . . 2. . LIST OF TABLES PAGE SIconversionfactors . . . . . . . . . . . . . . . . . . . . . . . 1. 1. Example of minimal number of tests . . . . . . .

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