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Plain & Reinforced Concrete-1 CE-313

Plain & Reinforced Concrete-1 CE-313. Sixth Term Civil Engineering. Lecture # 23 9 th May 2006 Analysis and Design of Slabs By Engr. Azhar. Plain & Reinforced Concrete-1. Slabs In reinforced concrete construction, slabs are used to flat, useful surfaces..

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Plain & Reinforced Concrete-1 CE-313

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  1. Plain & Reinforced Concrete-1CE-313 Sixth TermCivil Engineering Lecture # 23 9th May 2006 Analysis and Design of Slabs By Engr. Azhar

  2. Plain & Reinforced Concrete-1 Slabs • In reinforced concrete construction, slabs are used to flat, useful surfaces.. • A reinforced slab is a broad, flat plate, usually horizontal, with top and bottom surfaces parallel or nearly so. • It may be supported by reinforced concrete beams (and is usually cast monolithically with such beams), by masonry or by reinforced concrete walls, by steel structural members, directly by columns, or continuously by ground.

  3. Plain & Reinforced Concrete-1 One-Way Slab “The slab which resists the entire/major part of applied load by bending only in one direction” • If slab is supported on all four sides and • it behaves as one-way slab. • Slabs having supports on less than four sides can be designed as one-way. • Two edge supported slab is always one-way. • Cantilever slab is always one-way.

  4. Plain & Reinforced Concrete-1 One-Way Slab (contd…) free Span Span supported free supported Span Span Cantilever Slab R < 0.5 One-Way Slabs

  5. Plain & Reinforced Concrete-1 One-Way Slab (contd…) • Main steel is only provided parallel to span • One-way slab is designed as singly reinforced rectangular section. • hmin for the slab is different compared with the beams.

  6. Plain & Reinforced Concrete-1 One-Way Slab (contd…) L = Effective Span. Lesser of the following: L= Ln + h/2 + h/2 = Ln + h h = depth of slab and L = c/c distance between supports.

  7. Plain & Reinforced Concrete-1 Examples of One-Way Slab (contd…) • Shades in the roofing system (cantilever) • Slab of stairs. • Cantilever retaining walls. • Footings. Slab of stair Footing

  8. Plain & Reinforced Concrete-1 Bar Spacing Cover For Slabs (contd…) smax will be lesser of following. • 3 x h (local practice is 2 x h) • 450 mm (local practice is 300 mm) • (158300/fy) -2.5Cc • 12600/fy Cc = Clear Cover

  9. Plain & Reinforced Concrete-1 Distribution, Temperature & Shrinkage Steel For Slabs (ACI-318-7.12) • Shrinkage and temperature reinforcement is required at right angle to main reinforcement to minimize cracking and to tie the structure together to ensure its acting as assumed in design. • Top and bottom reinforcements are both effective in controlling the cracks.

  10. Plain & Reinforced Concrete-1 Distribution, Temperature & Shrinkage Steel For Slabs (ACI-318-7.12) (contd…) For Grade 300 …0.2% of b x h…ρ = 0.002 ……As = 0.002bh For Grade 420 …0.18% of b x h… ρ = 0.0018 ..As = 0.0018bh For other grades ………. Temperature steel in no case will be less than 0.0014

  11. Plain & Reinforced Concrete-1 Distribution, Temperature & Shrinkage Steel For Slabs (ACI-318-7.12) (contd…) smax shall be lesser of following 1- 5 x h (field practice is 2 x h) 2- 450 mm (field practice is 2 x h)

  12. Plain & Reinforced Concrete-1 Minimum Steel For Slabs Same as the distribution steel

  13. Plain & Reinforced Concrete-1 Check For Shear If ΦvVc ≥ VuO.K. Shear check in slabs is normally satisfied so no shear reinforcement is provided.

  14. Plain & Reinforced Concrete-1 Design Procedure for One-Way Slab • Check whether the slab is one-way or two-way. • Calculate hmin and round it to higher 10mm multiple. • Not less than 110 mm for rooms • Not less than 75 mm for sunshades. • Calculate dead load acting on the slab. Dead Load = Load per unit area x 1m width. • Calculate live load acting on the slab. Live load = Load per unit area x 1m width.

  15. Plain & Reinforced Concrete-1 Design Procedure for One-Way Slab (contd…) • Calculate total factored load per unit strip. (kN/m) • Calculate the moments either directly (simply supported) or by using coefficient for continuous slabs. • Calculate effective depth. d = h – (20 + (½)db) db = 10, 13, 15, generally used. • Check that d ≥ dmin

  16. Plain & Reinforced Concrete-1 Design Procedure for One-Way Slab (contd…) • Calculate As required for 1m width. • Calculate minimum/distribution/temperature & shrinkage steel. • Select diameter and spacing for main and steel. • Check the spacing for max. and min. spacing. smin ≈ 90mmif spacing is less than minimum increase the diameter of bar.

  17. Plain & Reinforced Concrete-1 Design Procedure for One-Way Slab (contd…) • For continuous slabs, curtail or bend up the +ve steel. For -ve steel see how much steel is already available. Provide remaining amount of steel. • Calculate the amount of distribution steel. Decide its dia. & spacing like main steel. • Check the slab for shear.ΦvVc ≥ Vu • Carry out detailing and show results on the drawings. • Prepare bar bending schedule, if required.

  18. Plain & Reinforced Concrete-1 Approximate of Steel for Estimate Approximate amount of steel in slab= 0.07 kg/mm/m2 If slab thickness = 100 mmsteel = 0.07 x 100 = 7kg /m2

  19. Concluded

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