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Structural Engineering

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Asked: July 19, 2020In: Structural Engineering

What are the benefits of T-beam in building compare to the ordinary beam?

Vivek Patel
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What are the benefits of T-beam in building compare to the ordinary beam?

  1. Preet Chovatiya

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    Added an answer on July 24, 2020 at 5:45 pm

    T-beam is simply rectangular beam cast monolithically with the slab. Advantage os T-beam over ordinary beam:- T-beam casting with slab as we know so Its flange takes compressive stress and that mean It will resist more sagging moment of beam. Depth of beam is reduced as compare to ordinary beam so bRead more

    T-beam is simply rectangular beam cast monolithically with the slab.

    Advantage os T-beam over ordinary beam:-

    1. T-beam casting with slab as we know so Its flange takes compressive stress and that mean It will resist more sagging moment of beam.
    2. Depth of beam is reduced as compare to ordinary beam so better headroom advantage.
    3. Over longer span T-beam is used rather than ordinary beam for reducing the deflection of beam.

     

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Asked: October 15, 2020In: Structural Engineering

Can this type of brick bond be used for bearing walls?

Tengo Alaverdashvili
Tengo Alaverdashvili

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Hi. I am an architect and I’d like to hear your advise. Can this type of brick bond be used for a load bearing wall? I think that this zigzag form makes the wall stronger, but will it be enough? I ...

  1. Komal Bhandakkar

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    Added an answer on November 5, 2020 at 8:50 pm
    This answer was edited.

    In masonary work, we used usually 1:4 cement-sand mortar of compressive strength 3.8N/mm2. The compressive strength of one brick of standard size is 11.12N/mm2. The compressive strength of brick masonry is 2.5 N/mm2.  Thanks.  

    In masonary work, we used usually 1:4 cement-sand mortar of compressive strength 3.8N/mm2.


    The compressive strength of one brick of standard size is 11.12N/mm2.


    The compressive strength of brick masonry is 2.5 N/mm2.


     Thanks.  

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Asked: April 27, 2019In: Structural Engineering

How to Calculate Reinforcement Steel Overlap Length?

onejohi
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How to calculate length of overlap for reinforcement steel?

  1. Gopal Mishra

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    Added an answer on April 27, 2019 at 6:50 pm

    Lapping of reinforcement is usually done where minimum bending stress is required. In general, lap length is 50d which means 50 times the bar diameter is provided if both bars are of same diameter. Lap length in tension: The lap length including anchorage value of hooks shall be For flexural tensionRead more

    Lapping of reinforcement is usually done where minimum bending stress is required. In general, lap length is 50d which means 50 times the bar diameter is provided if both bars are of same diameter.

    Lap length in tension:
    The lap length including anchorage value of hooks shall be

    For flexural tension – Ld or 30d whichever is greater is considered.
    For direct tension – 2Ld or 30d whichever is greater is considered.
    The straight length of lapping of bars shall not be less than 15d or 20cm.

    Lap Length in Compression:
    The lap length is equal to the development length calculated in compression but not less than 24d.

    For Different Diameter Bars:
    When the bars of different diameters are to be spliced, the lap length is calculated considering the smaller diameter bar.

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Asked: September 19, 2020In: Structural Engineering

What happens when the thrust line coincides with the bottom Vern axis of beam? (Prestressed concrete)

aviratdhodare
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What happens when the thrust line coincides with the bottom Vern axis of beam? (Prestressed concrete)

  1. nikeetasharma

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    Added an answer on November 26, 2020 at 1:24 pm
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    Basically, shear force is the combination of flexural compression which result as C and tends to form an inclined thrust line known as arch. For example consider a simple strut and tie model. Here it may be technically expected that the shear force is supported by the longitudinal resultant.   NαVcoRead more

    Basically, shear force is the combination of flexural compression which result as C and tends to form an inclined thrust line known as arch. For example consider a simple strut and tie model. Here it may be technically expected that the shear force is supported by the longitudinal resultant.  

    NαVcotθNa=αVcotθ

    Shear force is the product of shear stress and area. Thrust line can also affect the stability. 

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Asked: September 19, 2020In: Structural Engineering

What is a convergent beam? Why is it so important?

aviratdhodare
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What is a convergent beam? Why is it so important?

  1. Komal Bhandakkar

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    Added an answer on November 20, 2020 at 3:46 pm
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    A convergent beam of light: Whenever several rays coming from different directions & meet at a single point are nothing but the Light's convergent beam. Thank You.

    A convergent beam of light:

    Whenever several rays coming from different directions & meet at a single point are nothing but the Light’s convergent beam.

    Thank You.

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Asked: June 18, 2020In: Structural Engineering

Under what situation shall engineers use jacking at one end only and from both ends in prestressing work?

Rohan Chaugule
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Under what situation shall engineers use jacking at one end only and from both ends in prestressing work?

  1. nikeetasharma

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    Added an answer on November 28, 2020 at 4:18 pm

    Prestressing is now a must to have phenomenon in every mega project whether it includes flyovers or dam or anything. During prestressing operation at one end, frictional loses will occur and the prestressing force decreases along the length of tendon until reaching the other end. These frictional loRead more

    Prestressing is now a must to have phenomenon in every mega project whether it includes flyovers or dam or anything.

    During prestressing operation at one end, frictional loses will occur and the prestressing force decreases along the length of tendon until reaching the other end. These frictional losses include the friction induced due to a change of curvature of tendon duct and also the wobble effect due to the deviation of duct alignment from the centerline.

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Asked: September 25, 2020In: Structural Engineering

How do you calculate twisting moment?

nikeetasharma
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how to calculate twisting moment?

  1. nikeetasharma

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    Added an answer on October 15, 2020 at 10:10 am

    Torsion is the twisting of a beam under the action of a torque (twisting moment). It is systematically applied to screws, nuts, axles, drive shafts etc, and is also generated more randomly under service conditions in car bodies, boat hulls, aircraft fuselages, bridges, springs and many other structuRead more

    Torsion is the twisting of a beam under the action of a torque (twisting moment). It is systematically applied to screws, nuts, axles, drive shafts etc, and is also generated more randomly under service conditions in car bodies, boat hulls, aircraft fuselages, bridges, springs and many other structures and components. A torque, T , has the same units (N m) as a bending moment, M . Both are the product of a force and a distance. In the case of a torque, the force is tangential and the distance is the radial distance between this tangent and the axis of rotation.

    All torsion problems can be solved using the following formula:

    T/J = shear stress/ r = (G * angle)/ L

    where:

    T = torque or twisting moment, [N×m, lb×in]
    J = polar moment of inertia or polar second moment of area about shaft axis, [m4, in4]
    τ = shear stress at outer fibre, [Pa, psi]
    r = radius of the shaft, [m, in]
    G = modulus of rigidity (PanGlobal and Reed’s) or shear modulus (everybody else), [Pa, psi]
    θ = angle of twist, [rad]
    L = length of the shaft, [m, in]

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Asked: January 11, 2019In: Structural Engineering

What are the options of rebaring of a new column into an existing 150mm slab

Jude Oseafiana
Jude Oseafiana

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How to construct a concrete column over existing slab of 150mm?

  1. aviratdhodare

    aviratdhodare

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    Added an answer on October 3, 2020 at 11:23 am

    But why you want a column raised on a slab. The moment you do, a point load will come on slab at that point so it is not possible/advisable. Describe problem for alternative solution. You can't build a column on slab unless slab is designed for the load you needed for. It is regarded as pt load on sRead more

    But why you want a column raised on a slab. The moment you do, a point load will come on slab at that point so it is not possible/advisable. Describe problem for alternative solution.
    You can’t build a column on slab unless slab is designed for the load you needed for. It is regarded as pt load on slab which is usually not designed for it, it all relies on what purpose you want to raise the column on slab.

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