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bharathchippa49

gravatar for bharathchippa49
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7 months ago
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2 years, 4 months ago

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  • 312
    Questions
  • 318
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  • 58
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Top contributions by bharathchippa49

3
votes
1
answer
26k
views
1
answer
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 2.1 years ago by bharathchippa49 ♦ 560
1
vote
3
answers
18k
views
3
answers
Find area of rhombus whose diagonals are of length 10 cm and 8.2 cm
updated 2.2 years ago by bharathchippa49 ♦ 560
1
vote
1
answer
14k
views
1
answer
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 2.1 years ago by bharathchippa49 ♦ 560
3
votes
1
answer
10k
views
1
answer
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 2.1 years ago by bharathchippa49 ♦ 560
3
votes
1
answer
9.1k
views
1
answer
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 2.1 years ago by bharathchippa49 ♦ 560
1
vote
1
answer
9.0k
views
1
answer
State the condition for no tension at the base of a column.
updated 2.1 years ago by bharathchippa49 ♦ 560
0
votes
1
answer
7.9k
views
1
answer
Explain the taper turning method by swiveling the compound rest method.
updated 2.1 years ago by bharathchippa49 ♦ 560
0
votes
1
answer
7.6k
views
1
answer
Compute the standard deviation for 15 , 22 , 27 , 11 , 9 , 21 , 14 , 9.
updated 2.1 years ago by bharathchippa49 ♦ 560
1
vote
1
answer
6.1k
views
1
answer
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 2.1 years ago by bharathchippa49 ♦ 560
0
votes
1
answer
6.1k
views
1
answer
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 2.1 years ago by bharathchippa49 ♦ 560
0
votes
2.1k
views
0
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A: A bar of 30mm diameter is subjected to a pull of 60kN.The measured extension on
updated 2.1 years ago by bharathchippa49 ♦ 560
0
votes
1.4k
views
0
votes
A: Compute the standard deviation for 15 , 22 , 27 , 11 , 9 , 21 , 14 , 9.
updated 2.1 years ago by bharathchippa49 ♦ 560
2
votes
1.1k
views
2
votes
A: A brass bar having cross sectional area of $1000^{2}$ is subjected to axial forc
updated 2.1 years ago by bharathchippa49 ♦ 560
2
votes
907
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 2.1 years ago by bharathchippa49 ♦ 560
1
vote
803
views
1
vote
A: State the condition for no tension at the base of a column.
updated 2.1 years ago by bharathchippa49 ♦ 560
1
vote
604
views
1
vote
A: Calculate the moment of inertia for an inverted T-section about its horizontal c
updated 2.1 years ago by bharathchippa49 ♦ 560
1
vote
527
views
1
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A: A steel bar 50 mm x 50 mm in section, 3m long is subjected to an axial pull of 2
updated 2.1 years ago by bharathchippa49 ♦ 560
0
votes
519
views
0
votes
A: Explain the taper turning method by swiveling the compound rest method.
updated 2.1 years ago by bharathchippa49 ♦ 560
2
votes
470
views
2
votes
A: A simply supported beam of span 5 m carries two point loads of 5kN and 7 kN at 1
updated 2.1 years ago by bharathchippa49 ♦ 560
0
votes
424
views
0
votes
A: Determine the value of Young's modulus and Poisson's ratio of a metallic bar of
updated 5 weeks ago by borah0744 ♦ 20

Latest awards to bharathchippa49


created an answer with at least 3 up-votes

created 100 posts

created a question with more than 1,000 views

created a question with more than 10,000 views

created a question with more than 5,000 views