Tables with properties of steel joists.Descripción completa
Slab
joist
Slab AS3600 Australian CodeFull description
If your sheet is macro disable then do it enable.This Excel Sheet is The Solution For Different Type of Slab Design.In this Excel Sheet Seen Yellow Cell is the Data that we have to Input Man…Full description
cantilever slabFull description
fsadasdasdaFull description
tjrel
Descrição: kljjk
Waffle Slab
Descripción: slab
this is the spreed sheet prepared in excell in checking shear action in flat slab desing
Full description
excel design sheetFull description
Full description
Reinforced Concrete II
Hashemite University
The Hashemite University Department of Civil Engineering
Lecture 2 – One One--way Joist Slab System Dr Hazim Dwairi Dr.
Dr. Hazim Dwairi
The Hashemite University
Reinforced Concrete II
One--way Joist Floor System One
Dr. Hazim Dwairi
Dr. Hazim Dwairi
The Hashemite University
Reinforced Concrete II
1
Reinforced Concrete II
Hashemite University
One--way Joist Floor System One
Dr. Hazim Dwairi
The Hashemite University
Reinforced Concrete II
One-way Joist OneFloor System General G l fframing i layout of the pan joist system
Dr. Hazim Dwairi
Dr. Hazim Dwairi
The Hashemite University
Reinforced Concrete II
2
Reinforced Concrete II
Hashemite University
General framing layout of the pan joist system
Dr. Hazim Dwairi
The Hashemite University
Reinforced Concrete II
ACI Code Recommendations • ACI 8.13.1: Joist construction consists of a monolithic combination of regularly spaced ribs and a top slab arranged to span in one direction or two orthogonal directions. Solid Slab, hs = larger of hs
S
Slope 1:12
Min. b=100mm Dr. Hazim Dwairi
Dr. Hazim Dwairi
50mm without filler 40mm with filler (1/12) S
Max. = (3.5)b
Max. 750mm
The Hashemite University
Reinforced Concrete II
3
Reinforced Concrete II
Hashemite University
Minimum Slab System Depth • Based on deflection control. use table 9.5(a) in the ACI code to check minimum thickness required.
Dr. Hazim Dwairi
The Hashemite University
Reinforced Concrete II
Distribution Rib (Cross Rib) Distribution Ribs • Placed p perpendicular p to jjoists* • Spans < 6.0 m: Use None • Spans 6.0 6.0--9.0 m: Provided at midspan • Spans > 9.0 m: Provided at thirdthirdpoints • At least l t one continuous ti φ12 b bar iis provided at top and bottom of distribution rib. *Note: not required by ACI Code, but typically used in construction Dr. Hazim Dwairi
Dr. Hazim Dwairi
The Hashemite University
Reinforced Concrete II
4
Reinforced Concrete II
Hashemite University
Dead Load Calculations • Permanent loads such as fixed machines or furniture • Weight of the structural elements (R.C. unit weight = 25 kN kN/m /m3) • Weight g of fixed attachments such as tiles, mortar, false ceiling …etc.
Cases of Loading (Pattern Loads) • Using influence lines to determine pattern loads • Largest moments in a continuous beam or frame occur when some spans are loaded and others are not. • Influence lines are used to determine which spans to load and which spans not to load.
Dr. Hazim Dwairi
The Hashemite University
Reinforced Concrete II
Qualitative Influence Lines The Mueller Mueller--Breslau principle can be stated as follows: If a function at a point on a structure, such as reaction, or shear, or moment is allowed to act without restraint, the deflected shape of the structure, to some scale, represents the influence line of the function function.
Dr. Hazim Dwairi
Dr. Hazim Dwairi
The Hashemite University
Reinforced Concrete II
7
Reinforced Concrete II
Hashemite University
Qualitative Influence Lines
Dr. Hazim Dwairi
The Hashemite University
Reinforced Concrete II
One-way Joist Slab OneDesign Example • Design a typical joist and solid slab for the floor system shown below. • Floor system is part of residential building.
Dr. Hazim Dwairi
Dr. Hazim Dwairi
The Hashemite University
Reinforced Concrete II
8
Reinforced Concrete II
Hashemite University
One-way Joist Slab OneDesign Example 4400mm
4400mm
• Clear Span ln = 4400 – 400 = 4000 mm • Min. thickness hmin = 4000/18.5 = 216 mm • Use typical slab thickness h = 250 mm.