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Asked: July 27, 2020In: Structural Engineering

Why we provide distribution Steel in slab?

Vivek Patel
Vivek Patel

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Why we provide distribution Steel in slab?

  1. nikeetasharma

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    Added an answer on December 21, 2020 at 7:00 pm

    Distribution bars placed on the top of the main bar. Main reinforcement bars are used to transfer the bending moment developed at the bottom of the slab. Distribution bars are used to hold the slabs on either way and to resist the cracks and shear stress developed at the top.

    Distribution bars placed on the top of the main bar. Main reinforcement bars are used to transfer the bending moment developed at the bottom of the slab. Distribution bars are used to hold the slabs on either way and to resist the cracks and shear stress developed at the top.

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Asked: December 6, 2017In: Structural Engineering

What architectural features affect design of earthquake resistant buildings?

Gopal Mishra
Gopal Mishra

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Write short notes on architectural features which govern the design of building against earthquake  force

  1. aviratdhodare

    aviratdhodare

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    Added an answer on September 19, 2020 at 2:27 pm

    Such that the forces generated by the most destructive force that The Mother unleashes upon us human, tenets of Earthquake Resistant design need to be incorporated into all buildings we live and work within. For ensuring the safety of people there, it must be ensured by the designers that the buildiRead more

    Such that the forces generated by the most destructive force that The Mother unleashes upon us human, tenets of Earthquake Resistant design need to be incorporated into all buildings we live and work within. For ensuring the safety of people there, it must be ensured by the designers that the buildings don’t collapse in the event of an earthquake. Towards this end, the technical aspect of endurance is – ductility. We shall see that a little later.

    Before proceeding on any elaboration, let the concerned reduce the contradictions/conflicts that nearly regularly surface between the Architects and the Structural Engineers.

    As far as Architectural features are concerned, these are a few of them that must be incorporated. For example, keep the plan symmetrical along its vertical axis and avoid large void spaces within the buildings.

    If architects can take the structural engineers along with them right from the beginning of the architectural planning process, much of the confrontations and changes at later stages can be obviated. Else, the cost for the same size building can be much higher if the architect insists upon very peculiar shapes. Unfortunately, this seamless coordination between these two prime people doesn’t happen in most cases.

    The challenge is much bigger for the structural designers if the owner and the architects insist upon peculiar designs. The Burj Al Arab Hotel of Dubai is one example. Imagine, everything right from the beginning has been and shall ever remain against the stability of this particular building. Yet it stands. More than the architect, it is the structural designer who needs to be applauded for this magic…

    Structural designers must design buildings such that while the columns and the beams are strong, the roof slabs be as light as is feasible given the architectural shape/design of any building.

    Confining reinforcement at the beam-column junctions ensures the required ductility of the buildings in the event of an earthquake. This MUST be ensured at all costs.

    There are numerous other features of the design. But equally significant part is the execution of the design on the ground. Unfortunately, we in India are not able to control this part very well.

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Asked: October 5, 2020In: Structural Engineering

How to detect/identify reinforcement bars inside the hardened concrete?

Getu B.
Getu B.

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How to detect/identify reinforcement bars inside the hardened concrete, such as footings and columns without destructing the built concrete?

  1. AdityaBhandakkar

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    Added an answer on October 6, 2020 at 8:10 am
    This answer was edited.

    Hi, Following are some process to identify the defects and done inspection of Steel bars in reinforcement concrete Eddy current Technique, Single frequency method, Microwave heating of numerical modelling, Refer this methods in ACI for details practical use.

    Hi, Following are some process to identify the defects and done inspection of Steel bars in reinforcement concrete

    1. Eddy current Technique,
    2. Single frequency method,
    3. Microwave heating of numerical modelling,

    Refer this methods in ACI for details practical use.

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Asked: May 14, 2020In: Structural Engineering

What is Formula to Decide the Termination Depth of the Pile?

poojan
poojan

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When do we decide that pile can now be terminated, of course there is depth given in the structural details but along with that there are some criteria to measure on-site if it is not fulfilled than you have to ...

  1. Madeh Izat Hamakareem

    Madeh Izat Hamakareem

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    Madeh Izat Hamakareem EDITOR
    Added an answer on August 1, 2020 at 5:33 pm

    Pile penetration ratio and chisel energy level are two methods that are used to decide on the termination of pile depth in the construction site: 1. Pile Penetration Ratio (PPR) for Rotary Piling Equation for the determination of pile termination point in construction site: PPR=(2⋅π⋅N⋅T⋅t)/(A⋅d)    Read more

    Pile penetration ratio and chisel energy level are two methods that are used to decide on the termination of pile depth in the construction site:

    1. Pile Penetration Ratio (PPR) for Rotary Piling

    Equation for the determination of pile termination point in construction site:

    PPR=(2⋅π⋅N⋅T⋅t)/(A⋅d)                           Equation 1

    PPR: Pile penetration ratio, kN m/m^2/ cm

    N: RPM

    T: Torque corresponding to RPM, kN.m

    t: Time duration in minutes, normally 10 min

    A: Pile cross-section area, m^2

    D: Pile penetration, cm

    2. Chiseling Energy Concept

    Use the following expression to estimate the response of founding rock strata in terms of Energy Level:

    E=(W⋅h⋅n⋅N)/(A⋅d)                         Equation 2

    Where:

    E: Chisel energy level, kN.m/m^2/cm

    W: Weight of chisel, kN

    h: Fall of the chisel in meters given in every blow (m)

    n: Reduction factor, 0.8–1.0 based on likely drag on chisel due to slurry, submerged weight of chisel in high groundwater, winch rope friction, and type of muck (clayey or sandy), based on rock type.

    N: No. of blows in the stipulated duration, usually half an hour

    A: Nominal pile cross-sectional area, m^2

    D: Penetration into the rock strata in that stipulated duration, cm

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Asked: December 28, 2018In: Structural Engineering

Reinforcement in columns of a 5 storey building

Kumar Ekanan
Kumar Ekanan

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What is the required number of bars and it’s diameter in column for 5 storey  building.

  1. Emmanuel HABIMFURA

    Emmanuel HABIMFURA

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    Added an answer on July 8, 2019 at 9:52 pm

    First of all you have to design that story building to provide reinforcement for all members such as slab ,beam,etc. by using different code such as IS etc.

    First of all you have to design that story building to provide reinforcement for all members such as slab ,beam,etc. by using different code such as IS etc.

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Asked: May 18, 2020In: Structural Engineering

What is the Minimum Grade of Concrete for Precast Construction?

poojan
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What is the minimum grade of concrete to be used for any precast element? Are there any standards for the same?  

  1. Madeh Izat Hamakareem

    Madeh Izat Hamakareem

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    Added an answer on May 18, 2020 at 11:01 pm

    It depends on the structural member. For example, The American Concrete Institute (ACI 318-19) specifies minimum concrete strength for precast pile as 28MPa. The code also provides minimum strength for other structural members. You can also visit: https://test.theconstructor.org/concrete/design-requRead more

    It depends on the structural member. For example, The American Concrete Institute (ACI 318-19) specifies minimum concrete strength for precast pile as 28MPa. The code also provides minimum strength for other structural members. You can also visit:

    https://test.theconstructor.org/concrete/design-requirements-concrete/39004/

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Asked: July 2, 2020In: Structural Engineering

What is Web Crippling in Steel ?

Mangala Karunarathne
Mangala Karunarathne

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What is Web Crippling in Steel?

  1. Ancy Joby

    Ancy Joby

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    Added an answer on July 3, 2020 at 4:54 pm

    Webs of rolled section are subjected to large amount of stresses just below concentrated loads and above reactions from support. Stress concentration occurs at junction of web and flange. As a result, large bearing stresses are developed below concentrated load. Consequently, the web near portion ofRead more

    Webs of rolled section are subjected to large amount of stresses just below concentrated loads and above reactions from support. Stress concentration occurs at junction of web and flange. As a result, large bearing stresses are developed below concentrated load. Consequently, the web near portion of stress concentration tends to fold over flange. This type of local buckling phenomenon is called crippling or crippling of web.

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Asked: August 2, 2020In: Structural Engineering

Where is the T beam used in concrete structure?

Vivek Patel
Vivek Patel

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Where is the T beam used in concrete structure?

  1. nikeetasharma

    nikeetasharma

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    Added an answer on November 23, 2020 at 11:20 am

    Here, the designers gets a natural advantage of using T or L beams in any structure with slab beam construction. It is mainly used in frame type structure. A T-beam or Tee-beam is used in a construction process which is a load bearing structure of a reinforced concrete, wood or metal having T-shapedRead more

    Here, the designers gets a natural advantage of using T or L beams in any structure with slab beam construction. It is mainly used in frame type structure. A T-beam or Tee-beam is used in a construction process which is a load bearing structure of a reinforced concrete, wood or metal having T-shaped cross-section. The vertical section (web) of the beam below the compression flange serves to resist shear stress and to provide greater separation for the coupled forces of bending.
    Therefore, in any situation of beam-slab we can use T-beam.

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