Detailing and Design Ribbed slab using etabs tutorial

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Detailing and Design of One way Ribbed slab using etabs tutorial
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Detailing and Design of One way RCC slab using etabs tutorial
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DESIGN AND DETAILING OF ONE-WAY RIBBED SLAB
Fc’= 5ksi
Fy = 60Ksi
Floor Height = 10 ft – Single storey
Columns = 16” X 16”
Beams = 8”X24”
Center to center span = As shown
Live Load = 40 Psf
Super dead for finishes = 36 Psf
Calculate thickness of slab
Calculate rib’s dimensions and spacings
Design reinforcement
Detail the slab framing drawing
ACI 318-14 for design
Slab One Way OR 2 way
Slab Thickness Calculations
Calculate slab thickness

#etabs #RCC #engineering
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Watch Etabs tutorials : Detailing and Design of One way Ribbed slab using etabs tutorial

EngineeringLearningPlatform
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I think you made a mistake: The slab is being assigned the default mesh so it’s sending the load to all surrounding beams, which is not how a ribbed slab really works.

danmacben
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Talking too fast so difficult to follow.

spyfromsparta