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Structural Analysis

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0
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1
answer
1.2k
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1
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Find the Sharp factor of triangle section.
structural analysis updated 4.1 years ago by krithikkm200 • 10
0
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1
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3.4k
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1
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3 Hing parabolic arch supported at different level cal $rx^n$
structural analysis updated 4.1 years ago by krithikkm200 • 10
0
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1
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6.7k
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1
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Calculate the plastic moment capacity require for the continuous beam with working load as shown in figure
structural analysis updated 4.1 years ago by krithikkm200 • 10
2
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1
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17k
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1
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A simply supported beam has a span of 15m UDL of 40KN/m, 5m long crosses the girder from left to right. Draw ILD for S.F and B.M at a section 6m from left hand.
structural analysis updated 4.1 years ago by phenjoisilab • 0
4
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1
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17k
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1
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A hollow cylindrical column is fixed at both the ends. The length of column is 4m and carries an axial load of 250 kN. Design the column by Rankine's formula. Adopt a FOS of 5. The internal..(contd.)
structural analysis updated 4.1 years ago by phenjoisilab • 0
0
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1
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2.9k
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1
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Develop the flexibility and stiffness matrix for prismatic member AB with reference to the co-ordinates shown in fig.
structural analysis updated 4.1 years ago by krithikkm200 • 10
0
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1
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1.1k
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1
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Determine .
structural analysis updated 4.1 years ago by krithikkm200 • 10
0
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1
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3.4k
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1
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Determine the degree of static and kinematic in determinacy of the following structures.
structural analysis updated 4.1 years ago by krithikkm200 • 10
0
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1
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1.9k
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1
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Calculate: 1. Static indeterminancy. 2. Kinematic indeterminancy (neglecting axial deformation for flexural members).
structural analysis updated 4.1 years ago by krithikkm200 • 10
0
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1
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1.2k
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1
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Determine .
structural analysis updated 4.1 years ago by krithikkm200 • 10
0
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1
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2.6k
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1
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Analyse the beam by flexibility method and draw BMD.
structural analysis updated 4.1 years ago by krithikkm200 • 10
0
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1
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5.1k
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1
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Analysis the rigid jointed plane frame as shown in figure, using Flexibility Method. Draw BMD, SFD and deflected shape.
structural analysis updated 4.1 years ago by krithikkm200 • 10
0
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1
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2.1k
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1
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Analyse the beam by three moment theorem and draw BMD.
structural analysis updated 4.1 years ago by krithikkm200 • 10
0
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1
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1.2k
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1
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Analysis the beam by flexibility method and draw MBD
structural analysis updated 4.1 years ago by krithikkm200 • 10
0
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1
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5.1k
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1
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Analysis the pin jointed plane frame shown in figure and calculate the forces in all members. Take AE constant.
structural analysis updated 4.1 years ago by krithikkm200 • 10
0
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1
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2.8k
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1
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Analyse the pin jointed plane frame shown in fig.
structural analysis updated 4.1 years ago by krithikkm200 • 10
0
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1
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3.0k
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1
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Analyse the frame and draw BMD by using Flexibility Method
structural analysis updated 4.1 years ago by krithikkm200 • 10
0
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1
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1.5k
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1
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Analyse the beam loaded as shown in fig. by Theorem of three moments.
structural analysis updated 4.1 years ago by krithikkm200 • 10
0
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1
answer
1.4k
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1
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Analyse the beam by three moment theorem and Draw B.M.D
structural analysis updated 4.1 years ago by krithikkm200 • 10
0
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1
answer
1.6k
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1
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Find the reactions at supports and draw BMD for a two hinged parabolic arch loaded as shown in figure.
structural analysis updated 4.1 years ago by krithikkm200 • 10
0
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1
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2.8k
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1
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A two hinged parabolic arch of span 40m and rise 10m carries uniformly distributed 10 ad of 30 k/m on right half span find the reactions at the supports and draw B.M.D.
structural analysis updated 4.1 years ago by krithikkm200 • 10
0
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1
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5.7k
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1
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A two hinged parabolic arch of span 20 meter and rise 4 meter uniformly distributed load of 40 kN/m on right half span find the reaction at the supports and draw BMD.
structural analysis updated 4.1 years ago by krithikkm200 • 10
0
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1
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1.7k
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1
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Analyse frame by slope defection method and draw B.M.D
structural analysis updated 4.1 years ago by krithikkm200 • 10
0
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1
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30k
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1
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Define :1) Carry Over Factor [ C. O. F. ] 2) Distributed Factor ( D.F. ) 3) Shape Factor [ S ] 4) Load Factor [ $\lambda$ ] 5) Plastic Hinge & Mechanism
structural analysis updated 4.1 years ago by krithikkm200 • 10
0
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1
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4.5k
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1
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Analyse the frame by moment distribution method.
structural analysis updated 4.1 years ago by krithikkm200 • 10
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