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Structural Analysis

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Define the term product of inertia. Also state its importance in structural analysis.
structural analysis updated 4.2 years ago by yerasylmakulbe671 • 10
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Find the Horizontal and Vertical deflection at Point E in the given Truss
structural analysis updated 4.3 years ago by snadith342 • 20
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Locate the shear centre for thin walled channel section as shown in figure. Assume the uniform section as 10mm. Cross sectional dimension are in mm.
structural analysis updated 4.3 years ago by snadith342 • 20
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A simply supported girder of span 32m is traversed by a series of four wheel loads 10KN, 20KN, 24KN, and 16KN, spaced at distances 3m, 2.5m and 4m respectively.
structural analysis updated 4.3 years ago by snadith342 • 20
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Using Moment Area Method OR Conjugate Beam Method, determine in terms of EI, the slope and deflection at the free end C of an overhang beam loaded as shown.
structural analysis updated 4.3 years ago by snadith342 • 20
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Determine maximum shear force and maximum bending moment for a cantilever having 4 m span carrying udl of intensity 25 kN/m.
structural analysis updated 4.3 years ago by krithikkm200 • 10
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MODULE 03 - Q.1
structural analysis updated 4.3 years ago by krithikkm200 • 10
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MODULE 04 - Q.1
structural analysis updated 4.3 years ago by krithikkm200 • 10
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996
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MODULE 04 - Q.2
structural analysis updated 4.3 years ago by krithikkm200 • 10
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1.3k
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MODULE 05 - Q.1
structural analysis updated 4.3 years ago by krithikkm200 • 10
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MODULE 04 - Q.3
structural analysis updated 4.3 years ago by krithikkm200 • 10
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MODULE 04 - Q.4
structural analysis updated 4.3 years ago by krithikkm200 • 10
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Calculate the crippling load by Rankine's formula for a hollow circular column of 300mm external dia and 200mm internal dia. Unsupported length of the column is 4.2m. If a)both ends are fixed and
structural analysis updated 4.3 years ago by krithikkm200 • 10
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Describe the representative process flow for fabricating the cantilever structure
structural analysis updated 4.3 years ago by phenjoisilab • 0
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MODULE 6&7-Part 1 - Q.1
structural analysis updated 4.4 years ago by krithikkm200 • 10
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MODULE 6&7-Part 1 - Q.2
structural analysis updated 4.4 years ago by krithikkm200 • 10
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982
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MODULE 6&7-Part 2 - Q.1
structural analysis updated 4.4 years ago by krithikkm200 • 10
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1.1k
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MODULE 6&7-Part 2 - Q.2
structural analysis updated 4.4 years ago by krithikkm200 • 10
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1.1k
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MODULE 6&7-Part 2 - Q.3
structural analysis updated 4.4 years ago by krithikkm200 • 10
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Rigid joint plane frame, draw AFD,SFD and BMD, given frame
structural analysis updated 4.4 years ago by phenjoisilab • 0
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(Duplicate) Draw AFD, SFD & BMD for given frame.
structural analysis updated 4.4 years ago by phenjoisilab • 0
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Using unit load method or Castigliano's second theorem for rigid jointed frame as shown in fig. Find a horizontal displacement of roller support. Take E=210$\times10^3 N/mm^2$, I=2$\times10^8 mm^4$
structural analysis updated 4.4 years ago by krithikkm200 • 10
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Analyze the beam in the fig by MDM. Draw BMD.
structural analysis updated 4.4 years ago by phenjoisilab • 0
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Develop the flexibility matrix from the frame A B C D from the co-ordinate shown:
structural analysis updated 4.4 years ago by krithikkm200 • 10
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Find sharp factor for circle
structural analysis updated 4.4 years ago by krithikkm200 • 10
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