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Foundation

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Discy Latest Questions

Asked: October 30, 2017In: Foundation

What is Timbering of Foundation Trenches?

Gopal Mishra
Gopal Mishra

Gopal Mishra

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Gopal Mishra

What is the  importance of timbering in trenches for foundations?

  1. nikeetasharma

    nikeetasharma

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    nikeetasharma Guru
    Added an answer on December 18, 2020 at 7:10 pm

    Timbering is a method of providing temporary support to the side of the trench and is sometimes called planking and strutting. It is a method to prevent trench side soil against the collapse. If the soil is not hard then during deep excavation the sides of the trench collapse. The sides of the trencRead more

    Timbering is a method of providing temporary support to the side of the trench and is sometimes called planking and strutting. It is a method to prevent trench side soil against the collapse. If the soil is not hard then during deep excavation the sides of the trench collapse.

    The sides of the trench are timbering to prevent collapse.

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Asked: June 11, 2020In: Foundation

How many legged stirrups do I have to provide in Footing if shear stress exceed 5 kg/cm2?

Preet Chovatiya
Preet Chovatiya

Preet Chovatiya

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How many-legged stirrups do I have to provide in Footing if shear stress exceeds 5 kg/cm2?

  1. Rohan Chaugule

    Rohan Chaugule

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    Added an answer on June 14, 2020 at 12:19 pm

    2 legged vertical stirrups are to be provided when shear stress increases more than 5kg/cm2. The footing undergoes punching shear due to which its stability.One-way shear has to be checked across the full width of the base slab on a vertical section located from the face of the column, pedestal or wRead more

    2 legged vertical stirrups are to be provided when shear stress increases more than 5kg/cm2. The footing undergoes punching shear due to which its stability.One-way shear has to be checked across the full width of the base slab on
    a vertical section located from the face of the column, pedestal or wall at a distance equal to
    (i) effective depth of the footing slab in case of footing slab on soil.

    2) half the effective depth of the footing slab if the footing slab is on

    Two-way or punching shear (cls.31.6 and 34.2.4)
    Two-way or punching shear shall be checked around the column on a
    perimeter half the effective depth of the footing slab away from the face of the column or pedestal
    The permissible shear stress, when shear reinforcement is not provided, shall not exceed ks c τ , where ks = (0.5 + β c ), but not greater than one, β c being the ratio of short side to long side of the column, and c τ = 0.25(fck) 1/2 in limit state
    method of design, as stipulated in. Normally, the thickness of the base slab is governed by shear. Hence, the necessary thickness of the slab has to be provided to avoid shear reinforcement.

     

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Asked: April 25, 2021In: Foundation

What is the application of grillage foundation?

Surya dwivedi
Surya dwivedi

Surya dwivedi

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What is the application of grillage foundation?

  1. Fasi Ur Rahman

    Fasi Ur Rahman

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    Fasi Ur Rahman
    Added an answer on April 25, 2021 at 4:35 pm

     The application of grillage foundation are: This type of foundation is appropriate to construct for buildings of light construction materials on weak soils. This foundation is needed to save up to 30%. Don’t permit to build the other type of foundation in areas where soil characteristics and conditRead more

     The application of grillage foundation are:

    1. This type of foundation is appropriate to construct for buildings of light construction materials on weak soils.
    2. This foundation is needed to save up to 30%.
    3. Don’t permit to build the other type of foundation in areas where soil characteristics and conditions of their occurrence weak.
    4. The load must be anticipated to be relatively small for construction.
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Asked: November 1, 2017In: Foundation

Movement of Groundwater and its Effects on Foundation Design

Gopal Mishra
Gopal Mishra

Gopal Mishra

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Gopal Mishra

What is the effect of groundwater movement on design of pile foundations? How to manage groundwater movements to prevent its future movements?

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