Structural

ANSI/ASCE 3-91, 9-91: Standard for the Structural Design of by ASCE

By ASCE

Average 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 reliable development perform and inspection methods. normal ANSI/ASCE 3-91 covers so much, building degree, energy layout, provider load layout, try out approaches, and try effects assessment. general ANSI/ASCE 9-91) discusses harm keep watch over, connections, concrete placement, shore removing, holes, and gap reinforcement.

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Additional resources 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)

Sample text

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

58 ....................................... AN ALTERNATE METHOD FOR CALCULATING FLEXURAL CAPACITYOFCOMPOSITESLABS ............................... LINEAR REGRESSION EVALUATIONS FOR USE WITH STRENGTH TESTDATA . . . . . . . . . . . . . . . . . . . . . . . . DETERMINATION OF NUMBER OF TESTSPECIMENS ................. INDEX . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24 50 50 50 52 52 52 61 87 ASCE 3 91 m 0757600 0023035 650 m LIST OF FIGURES PAGE ..

43 44 44 44 44 45 ........................................ Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . Testing . . . . . . . . . . . . . . . . ,. . . Specimen preparation . . . . . . . . . . . . . . . . . . . . . . General ................................................ Dimensions of composite specimens . . . . . . . . . . . . . . . . Test procedure .

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