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WELCOME TO THE PRESENTATION ON
“ONE WAY SLAB DESIGN

”

MD. ASIF RAHMAN
10.01.03.108
DEPT. OF CE
SLAB

Slabs are an important
structural component
where prestressing is
applied.

Slabs are used to provide
flat or useful surfaces.
TYPES OF SLAB
ONE
WAY

GRID OR
WAFFLE
SLAB

SLAB

TWO
WAY
FLAT
PLATE &
FLAT
SLAB
ONE WAY SLAB

One-way slabs are those slabs with an aspect ratio in plan of
2:1 or greater, in which bending is primarily about the long
axis.

So, the slab is one way where L/B ≥ 2.
TYPES OF ONE WAY SLAB
One way slab may be…

SOLID

HOLLOW

RIBBED
APPLICATION OF L/B RATIO
In first figure slab is supported on two
opposite sides only. In this case the
structural action of the slab is
essentially one way.
In second figure there are beams on all
four sides with a intermediate beam.
Now if length to width ratio is 2 or
greater, slab is one way even though
supports are provided on all sides.
LOADING OF ONE WAY SLAB

When slabs are supported on two
opposite sides only loads being carried
by the slab in the direction
perpendicular to the supporting
beams.

When supports are provided on all
sides most of the load is carried in
the short direction to the
supporting beams and one way
action is obtained.
DESIGN & ANALYSIS

For analysis there is a term as….
“ONE WAY SLAB IS A SET OF A RECTANGULAR
BEAMS SIDE BY SIDE”
But How ???
Lets find it…..
For purpose of analysis and design a
unit strip of such a slab is cut out ,
which may be considered as a
rectangular beam of unit width (say
1ft or 1m) with a depth ‘h’ equal to
the thickness of the slab and a span
‘l’ equal to the distance between
supported edges.
The strip can be analyzed by the
methods that were used for
rectangular beams.
So that term is clear.
ACI CODE SPECIFICATIONS
For design purposes there are some ACI code specifications.
Such as…..
MINIMUM SLAB THICKNESS
To control deflection, ACI Code 9.5.2.1 specifies minimum
thickness values for one-way solid slabs.
MINIMUM CONCRETE COVER
According to ACI Code 7.7.1, the following minimum concrete cover is to be provided:
a. Concrete not exposed to weather or in contact with ground:
• Larger than Ø 36 mm bar ---------------------------------------------4 cm
• Ø 36 mm and smaller bars -------------------------------------------2 cm
b. Concrete exposed to weather or in contact with ground:
• Ø 19 mm and larger bars----------------------------------------------5 cm
Ø 16 mm and smaller bars --------------------------------------------4 cm
c. Concrete cast against and permanently exposed to earth -----------7.5 cm
SPAN
According to ACI code 8.7.1
If the slab rests freely on its
supports the span length
may be taken equal to the
clear span plus the depth
of the slab but need not
exceed the distance
between centers of
supports .

BAR SPACING
The lateral spacing of the flexural
bars should not exceed 3 times
the thickness h or 18 inch
according to ACI code 7.6.5
The lateral spacing of
temperature and shrinkage
reinforcement should not be
placed farther apart than 5 times
the slab thickness or 18 inch
according to ACI code 7.12.2
MAXIMAM REINFORCEMENT RATIO
Reinforcement ratio is the ratio of
reinforcement area to gross concrete area based on total
depth of slab.
REINFORCEMENT RATIO :

One-way solid slabs are designed as rectangular sections
subjected to shear and moment. Thus, the maximum
reinforcement ratio corresponds to a net tensile stain in the
reinforcement, €t of 0.004
MINIMAM REINFORCEMENT RATIO
For temperature and shrinkage reinforcement :
According to ACI Code 7.12.2.1
Slabs with Grade 40 or 50 deformed bars………….

0.0020

Slabs with Grade 60 deformed bars ………………….

0.0018

Slabs where reinforcement with yield strength
Exceeding 60000 psi …………………………………….....
For flexural reinforcement :
According to ACI Code 10.5.4,
the minimum flexural reinforcement is not to be less than the shrinkage
reinforcement, or 0.0018
EXAMPLE PROBLEM
A reinforced concrete slab is built integrally with its supports
and consists of equal span of 15 ft. The service live load is 100
psf and 4000 psi concrete is specified for use with steel with a
yield stress equal to 60000 psi. Design the slab following the
provisions of the ACI code.
BEAM PROFILE

Design variables: Thickness (h) and Reinforcing.
THICKNESS ESTIMATION
For being both ends continuous minimum slab thickness =
L/28=(15*120)/28=6.43 in.
Let a trial thickness of 6.50 in.
DETERMINING LOADS
• Consider only a 1 ft width of beam .

• Dead load = 150*6.50/12=81 psf
• Live load = 100 psf
• Factored DL and LL =(81+1.2+100*1.6)
=257 psf
DETERMINING MAXIMUM MOMENTS
• Factored moments at critical sections by ACI code :

• At interior support : -M=1/9 *0.257*152 =6.43 k-ft
• At midspan : +M=1/14*0.257*152 =4.13 k-ft
• At exterior support : -M=1/24*0.257*152 =2.41 k-ft
• Mmax = 6.43 k-ft
MINIMUM EFFECTIVE DEPTH

=0.85*0.85*4/60*0.003/(0.003+0.004)
= 0.021

= 2.64 in
CHECKING AVAILABILITY OF THICKNESS
As ‘d’ is less than effective depth of (6.50-1.00)=5.50 in, the thickness of 6.50 in
can be adopted.
REINFORCEMENT CALCULATION
MINIMUM REINFORCEMENT
SHRINKAGE REINFORCEMENT
Minimum reinforcement for shrinkage and temperature is
FINAL DESIGN
LAYOUT OF ONE WAY SLAB
APPLICATION OF ONE WAY SLAB
Provides useful flat surface

One way slab may be used when there is
architectural limitations
It is the simplest form of slab design

Main reinforcement placing is one way, so there
is a little congestion than two way slab
THANKS FOR LISTENING
COMPASSIONATELY

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ONE WAY SLAB DESIGN

  • 1. WELCOME TO THE PRESENTATION ON “ONE WAY SLAB DESIGN ” MD. ASIF RAHMAN 10.01.03.108 DEPT. OF CE
  • 2. SLAB Slabs are an important structural component where prestressing is applied. Slabs are used to provide flat or useful surfaces.
  • 3. TYPES OF SLAB ONE WAY GRID OR WAFFLE SLAB SLAB TWO WAY FLAT PLATE & FLAT SLAB
  • 4. ONE WAY SLAB One-way slabs are those slabs with an aspect ratio in plan of 2:1 or greater, in which bending is primarily about the long axis. So, the slab is one way where L/B ≥ 2.
  • 5. TYPES OF ONE WAY SLAB One way slab may be… SOLID HOLLOW RIBBED
  • 6. APPLICATION OF L/B RATIO In first figure slab is supported on two opposite sides only. In this case the structural action of the slab is essentially one way. In second figure there are beams on all four sides with a intermediate beam. Now if length to width ratio is 2 or greater, slab is one way even though supports are provided on all sides.
  • 7. LOADING OF ONE WAY SLAB When slabs are supported on two opposite sides only loads being carried by the slab in the direction perpendicular to the supporting beams. When supports are provided on all sides most of the load is carried in the short direction to the supporting beams and one way action is obtained.
  • 8. DESIGN & ANALYSIS For analysis there is a term as…. “ONE WAY SLAB IS A SET OF A RECTANGULAR BEAMS SIDE BY SIDE” But How ??? Lets find it…..
  • 9. For purpose of analysis and design a unit strip of such a slab is cut out , which may be considered as a rectangular beam of unit width (say 1ft or 1m) with a depth ‘h’ equal to the thickness of the slab and a span ‘l’ equal to the distance between supported edges. The strip can be analyzed by the methods that were used for rectangular beams. So that term is clear.
  • 10. ACI CODE SPECIFICATIONS For design purposes there are some ACI code specifications. Such as…..
  • 11. MINIMUM SLAB THICKNESS To control deflection, ACI Code 9.5.2.1 specifies minimum thickness values for one-way solid slabs.
  • 12. MINIMUM CONCRETE COVER According to ACI Code 7.7.1, the following minimum concrete cover is to be provided: a. Concrete not exposed to weather or in contact with ground: • Larger than Ø 36 mm bar ---------------------------------------------4 cm • Ø 36 mm and smaller bars -------------------------------------------2 cm b. Concrete exposed to weather or in contact with ground: • Ø 19 mm and larger bars----------------------------------------------5 cm Ø 16 mm and smaller bars --------------------------------------------4 cm c. Concrete cast against and permanently exposed to earth -----------7.5 cm
  • 13. SPAN According to ACI code 8.7.1 If the slab rests freely on its supports the span length may be taken equal to the clear span plus the depth of the slab but need not exceed the distance between centers of supports . BAR SPACING The lateral spacing of the flexural bars should not exceed 3 times the thickness h or 18 inch according to ACI code 7.6.5 The lateral spacing of temperature and shrinkage reinforcement should not be placed farther apart than 5 times the slab thickness or 18 inch according to ACI code 7.12.2
  • 14. MAXIMAM REINFORCEMENT RATIO Reinforcement ratio is the ratio of reinforcement area to gross concrete area based on total depth of slab. REINFORCEMENT RATIO : One-way solid slabs are designed as rectangular sections subjected to shear and moment. Thus, the maximum reinforcement ratio corresponds to a net tensile stain in the reinforcement, €t of 0.004
  • 15. MINIMAM REINFORCEMENT RATIO For temperature and shrinkage reinforcement : According to ACI Code 7.12.2.1 Slabs with Grade 40 or 50 deformed bars…………. 0.0020 Slabs with Grade 60 deformed bars …………………. 0.0018 Slabs where reinforcement with yield strength Exceeding 60000 psi ……………………………………..... For flexural reinforcement : According to ACI Code 10.5.4, the minimum flexural reinforcement is not to be less than the shrinkage reinforcement, or 0.0018
  • 16. EXAMPLE PROBLEM A reinforced concrete slab is built integrally with its supports and consists of equal span of 15 ft. The service live load is 100 psf and 4000 psi concrete is specified for use with steel with a yield stress equal to 60000 psi. Design the slab following the provisions of the ACI code.
  • 17. BEAM PROFILE Design variables: Thickness (h) and Reinforcing.
  • 18. THICKNESS ESTIMATION For being both ends continuous minimum slab thickness = L/28=(15*120)/28=6.43 in. Let a trial thickness of 6.50 in.
  • 19. DETERMINING LOADS • Consider only a 1 ft width of beam . • Dead load = 150*6.50/12=81 psf • Live load = 100 psf • Factored DL and LL =(81+1.2+100*1.6) =257 psf
  • 20. DETERMINING MAXIMUM MOMENTS • Factored moments at critical sections by ACI code : • At interior support : -M=1/9 *0.257*152 =6.43 k-ft • At midspan : +M=1/14*0.257*152 =4.13 k-ft • At exterior support : -M=1/24*0.257*152 =2.41 k-ft • Mmax = 6.43 k-ft
  • 22. CHECKING AVAILABILITY OF THICKNESS As ‘d’ is less than effective depth of (6.50-1.00)=5.50 in, the thickness of 6.50 in can be adopted.
  • 25. SHRINKAGE REINFORCEMENT Minimum reinforcement for shrinkage and temperature is
  • 27. LAYOUT OF ONE WAY SLAB
  • 28. APPLICATION OF ONE WAY SLAB Provides useful flat surface One way slab may be used when there is architectural limitations It is the simplest form of slab design Main reinforcement placing is one way, so there is a little congestion than two way slab

Hinweis der Redaktion

  1. Animated series of emerging circles(Intermediate)To reproduce the SmartArt on this slide, do the following:On the Home tab, in the Slides group, click Layout, and then clickBlank. On the Insert tab, in the Illustrations group, click SmartArt. In the Choose a SmartArt Graphic dialog box, in the left pane, click Relationship. In the Relationship pane, click Basic Radial (eighth row, second option from the left), and then click OK to insert the graphic into the slide.On the slide, select the SmartArtgraphic, and then click one of the arrows on the left border. In the Type your text here dialog box, in the top-level bullet, enter the text for the center circle of the graphic. In the second-level bullets, enter the text for all the other shapes in the SmartArt graphic. With the SmartArt graphic still selected, on the Design tab, in the Themes group, click Colors and select Median. Under SmartArtTools, on the Format tab, in the Size group, do the following:In the ShapeHeight box, enter 5”.In the ShapeWidth box, enter 7.5”.Under SmartArtTools, on the Format tab, in the Arrange group, click Align and then do the following:Click Align to Slide.Click Align Center.Click Align Middle.Under SmartArtTools, on the Design tab, in the SmartArtStyles group, click the More arrow at the SmartArtStyles gallery, and then under Best Match for Document select IntenseEffect (the fifth option from the left).On the Home tab, in the Font group, click the button next to FontColor, and then under ThemeColors select Black, Text 1 (first row, the second option from the left). On the Home tab, in the bottom right corner of the Drawing group, click the FormatShape dialog box launcher. In the FormatShape dialog box, click 3-D Format in the left pane, and in the 3-D Format pane, under Surface do the following:In the Material list, under SpecialEffect, select SoftEdge (second option from the left).In the Lighting list, under Neutral, select Harsh (first row, the fourth option from the left).In the Angle box, enter 30°.Press and hold CTRL, and select all five shapes in the SmartArt graphic, and then on the Home tab, in the bottom right corner of the Drawing group, click the FormatShape dialog box launcher. In the FormatShape dialog box, click Shadow in the left pane, and in the Shadow pane do the following:In the Presets list, under Outer, select OffsetBottom (first row, the second option from the left).In the Transparency box, enter 65%.In the Size box, enter 103%.In the Blur box, enter 9 pt.In the Angle box, enter 90°.In the Distance box, enter 3 pt.To reproduce the SmartArt effects on this slide, do the following:On the slide, select the center circle in the SmartArt graphic, and then on the Home tab, in the bottom right corner of the Drawing group, click the FormatShape dialog box launcher. In the FormatShape dialog box, click 3-D Format in the left pane, and in the 3-D Format pane do the following:Under Bevel, in the Top list, under Bevel, select Circle (first row, the first option from the left).Also under Bevel, to the right of the Top list, in the Width box enter 24 pt. Also under Bevel, to the right of the Top list, in the Height box enter 12 pt.On the slide, select the top circle in the SmartArt graphic, and then on the Home tab, in the bottom right corner of the Drawing group, click the FormatShape dialog box launcher. In the FormatShape dialog box, click Fill in the left pane, and in the Fill pane do the following:Click Solidfill.Click the button next to Color, and then under ThemeColors select Orange, Accent 2 (first row, the sixth option from the left)Also in the FormatShape dialog box, click 3-D Format in the left pane, and in the 3-D Format pane do the following:Under Bevel, in the Top list, under Bevel, select Circle (first row, the first option from the left).Also under Bevel, to the right of the Top list, in the Width box enter 20 pt. Also under Bevel, to the right of the Top list, in the Height box enter 15 pt.Press and hold SHIFT, and drag a corner sizing handle towards the center of this circle to make it smaller.On the Home tab, in the Font group, in the Font Size box enter 20 pt.Position the top circle slightly over to the right 0.5”.Select the right circle in the SmartArt graphic, and then on the Home tab, in the bottom right corner of the Drawing group, click the FormatShape dialog box launcher. In the FormatShape dialog box, click Fill in the left pane, and in the Fill pane do the following:Click Solidfill.Click the button next to Color, and then ThemeColors select Gold, Accent 4 (first row, the eighth option from the left)Also in the FormatShape dialog box, click 3-D Format in the left pane, and in the 3-D Format pane do the following:Under Bevel, in the Top list, under Bevel, select Circle (first row, the first option from the left).Also under Bevel, to the right of the Top list, in the Width box enter 24 pt. Also under Bevel, to the right of the Top list, in the Height box enter 12 pt.Press and hold SHIFT, and drag a corner sizing handle towards the center of this circle to make it smaller.On the Home tab, in the Font group, in the Font Size box enter 28 pt.Position the right circle slightly towards the upper right corner of the slide.One the slide, select the bottom circle in the SmartArt graphic, and then on the Home tab, in the bottom right corner of the Drawing group, click the FormatShape dialog box launcher. In the FormatShape dialog box, click Fill in the left pane, and in the Fill pane do the following:Click Solidfill.In the Color list, under ThemeColors select Green, Accent 5 (first row, the ninth option from the left)Also in the FormatShape dialog box, click 3-D Format in the left pane, and in the 3-D Format pane do the following:Under Bevel, in the Top list, select Circle (first row, the first option from the left).Also under Bevel, to the right of the Top list, in the Width box enter 24 pt. Also under Bevel, to the right of the Top list, in the Height box enter 12 pt.Press and hold SHIFT, and drag a corner sizing handle away from the center of this circle to make it larger.On the Home tab, in the Font group, in the Font Size box enter 28 pt.Drag the circle slightly toward the right edge of the slide.On the slide, select the left circle in the SmartArt graphic, and then on the Home tab, in the bottom right corner of the Drawing group, click the FormatShape dialog box launcher. In the FormatShape dialog box, click Fill in the left pane, and in the Fill pane do the following:Click Solidfill.In the Color list, under ThemeColors select Olive Green, Accent 3 (first row, the seventh option from the left)Also in the FormatShape dialog box, click 3-D Format in the left pane, and in the 3-D Format pane do the following:Under Bevel, in the Top list, under Bevel, select Circle (first row, the first option from the left).Also under Bevel, to the right of the Top list, in the Width box enter 30 pt. Also under Bevel, to the right of the Top list, in the Height box enter 30 pt.Press and hold SHIFT, and drag a corner sizing handle towards the center of this circle to make it smaller.On the Home tab, in the Font group, in the Font Size box enter 40 pt. and click Bold.Position the top circle slightly towards the bottom of the slide.To reproduce the line effects on this slide, do the following:Press and hold CTRL and select each of the four lines connecting the circles in the SmartArt graphic. On the Home tab, in the bottom right corner of the Drawing group, click the FormatShape dialog box launcher. In the FormatShape dialog box, click Line Color in the left pane, and in the Line Color pane do the following:Click Gradient line.In the Type list, select Linear.In the Direction list, select Linear Right (first row, fourth option from the left).Under Gradient stops, click Add or Remove until two stops appear on the slider, then customize the gradient stops as follows:Select Stop 1 on the slider, and then do the following:In the Position box, enter 0%.Click the button next to Color, and then under Theme Colors click Black, Text 1 (first row, second option from the left). Select Stop 2 from the list, and then do the following: In the Stop position box, enter 100%.Click the button next to Color, and then under Theme Colors click Black, Text 1 (first row, second option from the left). In the Transparency box, enter 100%.Also in the FormatShape dialog box, clickLineStyle in the left pane, and in the LineStyle pane do the following:In the Width box, enter 3.5 pt.In the Dashtype list, select RoundDot (second option from the top).To reproduce the animation effects on this slide, do the following:On the Animation tab, in the Advanced Animations group, click Animation Pane. On the slide, select the SmartArt graphic, and then on the Animations tab, in the Animation group, click the More arrow at the Effects Gallery and click MoreEntrance Effects. In the ChangeEntranceEffect dialog box, under Moderate, select Basic Zoom, and then click OK.In the Animation group, click Effect Options and do the following:Under Direction, click In from ScreenCenter.Under Sequence, click One by one.In the CustomAnimation task pane, expand the contents by clicking the double arrow under the zoom entrance effect, and then do the following:Select the first effect (zoom entrance effect), and in the Timing group, in the Start list, select WithPrevious.Select the second effect (zoom entrance effect). On the Animations tab, in the Animation group, click the More arrow at the Effects Gallery, and under Entrance, click Wipe, and click OK.With the second effect (now wipe effect) still selected, do the following:In the Animation group, click Effect Options, and then under Direction, select FromBottom.In the Timing group, in the Delay list, enter 00.50.In the Timing group, in the Duration list, enter 00.50.Select the fourth effect (zoom entrance effect). On the Animations tab, in the Animation group, click the More arrow at the Effects Gallery, and under Entrance, click Wipe, and click OK.With the fourth effect (now wipe effect) still selected, do the following:In the Animation group, click Effect Options, and then under Direction, select From Left.In the Timing group, in the Delay list, enter 00.50.In the Timing group, in the Duration list, enter 00.50.Select the sixth effect (zoom entrance effect). On the Animations tab, in the Animation group, click the More arrow at the Effects Gallery, and under Entrance, click Wipe, and click OK.With the sixth effect (now wipe effect) still selected, do the following:In the Animation group, click Effect Options, and then under Direction, select From Left.In the Timing group, in the Delay list, enter 00.50.In the Timing group, in the Duration list, enter 00.50.Select the eighth effect (zoom entrance effect). On the Animations tab, in the Animation group, click the More arrow at the Effects Gallery, and under Entrance, click Wipe, and click OK.With the eighth effect (now wipe effect) still selected, do the following:In the Animation group, click Effect Options, and then under Direction, select From Right.In the Timing group, in the Delay list, enter 00.50.In the Timing group, in the Duration list, enter 00.50.To reproduce the background on this slide, do the following:Right-click the slide background area, and then click Format Background. In the Format Background dialog box, click Fill in the left pane, select Gradient fill in the Fill pane, and then do the following:In the Type list, select Radial.In the Direction, list click From Center (third option from the left)in the drop-down list.Under Gradient stops, click Add or Remove until two stops appear on the slider, then customize the gradient stops as follows:Select Stop 1 on the slider, and then do the following:In the Position box, enter 0%.Click the button next to Color, and then under Theme Colors click Black, Text 1, Lighter 35% (third row, second option from the left). Select Stop 2 on the slider, and then do the following: In the Position box, enter 100%.Click the button next to Color, and then under Theme Colors clickBlack, Text 1 (first row, second option from the left).