Tuesday, July 28, 2020

What is SLAB - its Function, Design and and Its Type - Detailed explanation

What is slab - Function, Design and and Its Type - Detailed explanation


Slab :

The horizontal load carrying member which covers the building top or each floor of a Building is called slab. Hence the slab may be roof slab or floor slab. The slab transmits the load of persons using it, the objects kept on it and its self weight to the walls beams



Functions of Slab :

  1. Provide a flat surface
  2. To support load
  3. Sound, heat and fire insulator
  4. Act as a divider (privacy) for the occupants
  5. Upper slab became the ceiling for the storey below
  6. Space between slab and ceiling can be used to place building facilities 



Design Considerations in Slab:

  1. Locate position of wall to maximize the structural stiffness for lateral loads
  2. Facilitates the rigidity to be located to the center of building
  3. Its necessary to check the slab deflection for all load cases both for short and long term basis. In general, under full service load, Deflection (d) < L/250 or 40 mm whichever is smaller.
  4. Its preferable to perform crack width calculations based on spacing of reinforcement.
  5. Good detailing of reinforcement will Restrict the crack width to within acceptable tolerances as specified in the codes and Reduce future maintenance cost of the building
  6. Take care of punching shear i.e use more steel or thickness of concrete where there is chance of punching shear in the concrete slab. To increase shear capacity at the edges of walls and columns embed shear studs or stirrup cages in the slab.
  7. Check for lateral stability

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 Types of Slab

Classification of slab

Depending upon the nature of supports, the slabs are classified

1. Simply supported slab   2. Cantilever slab   3. Continuous slab


(i) Simply supported slab : Slab just rests on the supports without any fixity (Fig.a).

(ii) Cantilever slab : A cantilever slab is fixed at one end and free at the other end as

shown in the figure. So the main reinforcement is placed at the top and the distributors are

provided perpendicular to the main reinforcement. e.g. Sunshade (Fig. b)

(iii) Continuous slab : When the slab is supported by more than two supports, it is

known as continuous slab. It is supported by wall and beams. Main reinforcement is

provided at the bottom throughout and at the top at supports (Fig. c).


 

One way slab :

“According to IS 456:2000, The ratio of longer span(lx) to shorter span(ly) which is (Lx/Ly   ) greater than 2 is known as One way slab

  • A slab supported along  two sides
  •  It has only one plane of bending. When the ratio of the length of a room to its breadth is greater than   2, the slab is designed as one way slab.
  •    Most of the load is carried by the short span (i.e. the width of the span) and is transferred to two supports.

 






·       








R   Reinforcement details :   Main reinforcement of the one way slab is along the width of

the room (i.e. parallel to the plane of bending ) and the distributors are laid at right angles

to the main reinforcement.

 

Two way slab :

“The ratio of longer span(lx) to shorter span(ly) which is less than 2 is known as two way slab. Two way slabs are normally supported from four sides”

  •       A slab supported along all the four sides.
  •    It develops bending moment in two directions.
  •      When the ratio of the length of the room to its breadth is less than 2, the slab is designed as two way slab.
  •        The load from the slab is transferred on all the four supporting sides.

 










Ø  Reinforcement details :   Main reinforcement of the one way slab is along the width of

the room (i.e. parallel to the plane of bending ) and the distributors are laid at right angles

to the main reinforcement.

In case of two way slab main reinforcements are provided both along the length as

well as along the width of the room

 

 





Sunday, July 26, 2020

50 Practical Knowledge Every Civil Engineer Should Know

50 Practical Knowledge Every Civil Engineer Should Know


50 Practical Knowledge for Civil Engineers, we are going to discuss 50+ Civil engineering Knowledge, which every civil engineer must have to know. In the daily work schedule, we civil engineers are facing many problems from lack of knowing very basic things. We are going to share with you those basic technical things in a bunch.


1.What is the Height of a Single Storey Building?
Ans  3.15 m
2.What is the volume of One bag cement?
Ans  0.347 Cum or 1.25 Cubic feet.
3.What is the Weight of one bag cement?
Ans  50 Kg
4.What is initial Setting time of Cement?
Ans  30 min
5.Final Setting time of Cement for Ordinary Portland Cement is ?
Ans  10 hours
6.What is the minimum nos of bar for a rectangular column?
Ans 4 Nos
7. What is minimum nos of bar for circular column?
Ans  6 Nos
8. What is the size of Concrete cube?
Ans  150 x 150 x 150 mm
9How much layer needs to fill a concrete cube for testing?
Ans    3 layers
10How much layer needs to fill a slump for slump test?
Ans4 Layers
11. What is the Validity of use of Cement?
Ans  It is 3 months from Manufacturing
12. For which test Universal Testing Machine is used?
Ans  Compression test of Concrete and Tensile test of reinforcement.
13.    What is the minimum curing period for concrete?
Ans In normal Weather, it is seven days.
For Dry or Hot weather, it is 10 Days.
14.What is Deflection?
Ans Deflection means temporary displacement
15.What is deformation?
Ans Deformation is a permanent displacement.
16.   What Is the formula for tensile strength of concrete?
Ans 0.7 route fck
17.Which grade of concrete are called Ordinary Concrete?
Ans M10 to M20 concrete are ordinary concrete.
18.Which grade of concrete are called Standard Concrete?
Ans M25 to M35
19.Which grade of concrete are called High Strength Concrete?
Ans M60 to M80
20.How much time required to mix concrete in a mixture machine?
Ans Minimum 2-3 min needs to mix concrete in a mixture machine.
21.      Which dia meter of bar should be used for Chairs?
Ans  Minimum 12 mm dia bar.
22.What is the Minimum Cover for Footing , Column, Slab and Beam?
Ans Minimum cover should be: Footing-50 mm, Column-40 mm,
Slab- 20 mm, Beam-25 mm
23.What is the ratio of most used cement concrete M10, M15, M20, M25?
Ans For M10-(1:3:6), M15-(1:2:4), M20-1:1.5:3, M25-(1:1:2)
The ratio is like Cement: Sand: Aggregates.
24.What is the minimum thickness of slab?
Ans Minimum thickness of slab should be 125 mm
25.How much water absorption is allowed for brick?
Ans Not more than 20 %
26.What is the minimum Diameter for dowels bar?
Ans Minimum 12 mm dia bar.
27.What is the minimum allowable PH value of water?
Ans It is not less than 6.
28.What is the lap length of bars for compression zone?
Ans 24 d
29.What is the lap length of bar for M20 Grade Concrete?
Ans For Column-45d, Beam-60d, Slabs -60d.
30.What is the lap length of bars for Tension zone?
Ans 50d to 60 d, d=dia of bar.
31.     What is Segregation of Concrete? and why its caused?
Ans The separation of sand, cement, aggregates in concrete is called
Separation of Concrete.
Its caused due to improper water cement ratio.
Also caused for poured above 1.5 height.
32.What is the storage procedure of Cement?
Ans 1. Always store cement in a dry place.
2. Provide a gap of 300 mm from walls.
3. Never place cement bag direct in the floor always provide a 200 mm minimum
height from floor.
4. Never put more than 10 nos of bag in a stack.
5. Keep in mind never make a cement storage near chemically effected floor or
area and moisture effective area.
33.Calculations for no of stirrup in a abeam?
Ans Clear Span/ c/c Spacing+1
34.What is TMT?
Ans Thermomechanical Treated Bar.
35.What is TMX?
Ans Thermax Powered Bar.
36.What is SD?
Ans Super Ductile Bars.
37.What is HYSD?
Ans High Yield Strength Deformed Bars.
38.What is CTD?
Ans Cold Twisted Deformed Bar.
39.What is the angle of staircase flight?
Ans It is between 25 degree to 40 degree.
40What is the minimum and maximum height of riser for residential building?
Ans 150 mm to 200 mm
41.     What is the minimum and maximum width of tread for residential building?
Ans 250 mm to 300 mm
42.What is the minimum Hook length for bars?
Ans It is 9D. (D-is dia of bar)
43.How much bricks needs for 1 Cum Brick of 230 mm brick wall /work?
Ans 496 Nos
44.How much bricks need for 115 mm thk brick work?
Ans 56 nos / Sqm
45.What is Bleeding in Concrete?
Ans When water comes out from a just made concrete or fresh concrete then it is
called bleeding of concrete
46.What is the maximum free fall for concrete?
Ans Maximum allowable height of concrete free fall is 1.5 m.
47.What is the Angle of hook in stirrups?
Ans 135 degree.
48.How much bars should be lapped in a bar bending zone?
Ans Not more than 50%
49.What is the volume of one bag cement?
Ans 0.0347 cum or 1.23 CFT
50.Calculations for weight of steel bars?
Ans (D^2 xL)/162









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