New PDF release: ANSI/ASCE 3-91, 9-91: Standard for the Structural Design of

By ASCE

ISBN-10: 0784473757

ISBN-13: 9780784473757

General for the Structural layout of Composite Slabs and traditional perform for building and Inspection of Composite Slabs establishes criteria for the structural layout and trying out of composite slabs and for solid building perform and inspection strategies. typical ANSI/ASCE 3-91 covers quite a bit, building level, energy layout, carrier load layout, attempt strategies, and try out effects assessment. regular ANSI/ASCE 9-91) discusses harm keep an eye on, connections, concrete placement, shore removing, holes, and gap reinforcement.

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Extra 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

32]. 2 - Dimensions. 4. l . 36]. 1 - General. This section pertains to the steel deck prior to any composite action. The deflectionof the deckunder the weightofwet concrete usually results in a variable depth of concrete. This is because the topof the slab is normally finished at a level surface;consequently,the depth ofthe concrete is greatest at the point of largest deckdeflection. Dueconsideration must be given to deflection related weight increases in computations for deflections, stresses, deck deflection, or the increasedvolumeof concrete required.

Performance tests . . . . . . . . . . . . . . . . . . . . . . . . . 49 50 ......................................................... 53 .................................................. SECTION PROPERTIES FOR CALCULATING DEF'LECTIONS OF COMPOSITESLABS . . . . . . . . . . . . . . . . . . . . . 58 ....................................... AN ALTERNATE METHOD FOR CALCULATING FLEXURAL CAPACITYOFCOMPOSITESLABS ...............................

2-Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . S t e l deck . . . . . . . . . . . . . . . . . . . . . . . . . . Concrete . . . . . . . . . . . . . . . . . . . . . . . . . . Slab limitations . . . . . . . . . . . . . . . . . . . . . . . . . . Span-to-depth ratios . . . . . . . . . . . . . . . . . . . . . . . Slab depth and concrete cover . . .

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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) by ASCE


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