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    bharathchippa49

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    • 312
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    Top contributions by bharathchippa49

    3
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    1
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    A cantilever beam of 3m long carries a u.d.l. of 2 kN/m over 2 m from free end and point load of 4 kN at free end. Draw SF and BM diagrams.
    updated 22 months ago by bharathchippa49 ♦ 530
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    18k
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    3
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    Find area of rhombus whose diagonals are of length 10 cm and 8.2 cm
    updated 23 months ago by bharathchippa49 ♦ 530
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    1
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    A bar of 30mm diameter is subjected to a pull of 60kN.The measured extension on gauge length of 200mm is 0.09mm and change in diameter is 0.0039mm. Calculate Poisson's ratio and modulus of elasticity.
    updated 22 months ago by bharathchippa49 ♦ 530
    1
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    8.3k
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    1
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    State the condition for no tension at the base of a column.
    updated 22 months ago by bharathchippa49 ♦ 530
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    8.3k
    views
    1
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    A simply supported beam of span 5 m carries two point loads of 5kN and 7 kN at 1.5 m and 3.5 m from the left hand support respectively. Draw S.F.D. and B.M.D. showing important values.
    updated 22 months ago by bharathchippa49 ♦ 530
    2
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    1
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    7.4k
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    1
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    A brass bar having cross sectional area of $1000^{2}$ is subjected to axial forces s shown in Fig.no 3, Find the net deformation in the bar . Take E = $1.05 \times 10^{5} N/mm^{2}$
    updated 22 months ago by bharathchippa49 ♦ 530
    0
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    1
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    6.7k
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    1
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    Explain the taper turning method by swiveling the compound rest method.
    updated 22 months ago by bharathchippa49 ♦ 530
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    1
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    6.1k
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    1
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    Compute the standard deviation for 15 , 22 , 27 , 11 , 9 , 21 , 14 , 9.
    updated 23 months ago by bharathchippa49 ♦ 530
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    5.3k
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    A rectangular column is 200 mm wide and 100 mm thick, it is subjected to a load of 180 kN at an eccentricity of 100mm in the plane bisecting the thickness.Draw the combined stress distribution diagram
    updated 22 months ago by bharathchippa49 ♦ 530
    1
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    5.0k
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    1
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    Calculate the moment of inertia for an inverted T-section about its horizontal centroidal axis. Take the size of flange 100mm x 30 mm and vertical web 120mm x 30mm , overall depth-150mm
    updated 22 months ago by bharathchippa49 ♦ 530
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    0
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    A: A bar of 30mm diameter is subjected to a pull of 60kN.The measured extension on
    updated 22 months ago by bharathchippa49 ♦ 530
    0
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    775
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    A: Compute the standard deviation for 15 , 22 , 27 , 11 , 9 , 21 , 14 , 9.
    updated 23 months ago by bharathchippa49 ♦ 530
    1
    vote
    634
    views
    1
    vote
    A: State the condition for no tension at the base of a column.
    updated 22 months ago by bharathchippa49 ♦ 530
    2
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    562
    views
    2
    votes
    A: A cantilever beam of 3m long carries a u.d.l. of 2 kN/m over 2 m from free end a
    updated 22 months ago by bharathchippa49 ♦ 530
    1
    vote
    465
    views
    1
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    A: A brass bar having cross sectional area of $1000^{2}$ is subjected to axial forc
    updated 22 months ago by bharathchippa49 ♦ 530
    1
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    329
    views
    1
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    A: Calculate the moment of inertia for an inverted T-section about its horizontal c
    updated 22 months ago by bharathchippa49 ♦ 530
    2
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    290
    views
    2
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    A: A simply supported beam of span 5 m carries two point loads of 5kN and 7 kN at 1
    updated 22 months ago by bharathchippa49 ♦ 530
    0
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    249
    views
    0
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    A: Explain the taper turning method by swiveling the compound rest method.
    updated 22 months ago by bharathchippa49 ♦ 530
    1
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    205
    views
    1
    vote
    A: A steel bar 50 mm x 50 mm in section, 3m long is subjected to an axial pull of 2
    updated 22 months ago by bharathchippa49 ♦ 530
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    204
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    A: A rectangular column is 200 mm wide and 100 mm thick, it is subjected to a load
    updated 22 months ago by bharathchippa49 ♦ 530

    Latest awards to bharathchippa49


    created an answer with at least 3 up-votes

    created 100 posts

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    created a question with more than 10,000 views

    created a question with more than 5,000 views