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697
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MODULE 04 - Q.2
structural analysis updated 2.8 years ago by pedsangini276 • 4.8k
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937
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MODULE 05 - Q.1
structural analysis updated 2.8 years ago by pedsangini276 • 4.8k
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769
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MODULE 04 - Q.4
structural analysis updated 2.8 years ago by pedsangini276 • 4.8k
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842
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MODULE 04 - Q.3
structural analysis updated 2.8 years ago by pedsangini276 • 4.8k
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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 2.8 years ago by pedsangini276 • 4.8k
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MODULE 6&7-Part 2 - Q.1
structural analysis updated 2.9 years ago by pedsangini276 • 4.8k
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MODULE 6&7-Part 1 - Q.1
structural analysis updated 2.9 years ago by pedsangini276 • 4.8k
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MODULE 6&7-Part 1 - Q.2
structural analysis updated 2.9 years ago by pedsangini276 • 4.8k
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795
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MODULE 6&7-Part 2 - Q.2
structural analysis updated 2.9 years ago by pedsangini276 • 4.8k
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780
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MODULE 6&7-Part 2 - Q.3
structural analysis updated 2.9 years ago by pedsangini276 • 4.8k
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Rigid joint plane frame, draw AFD,SFD and BMD, given frame
structural analysis updated 2.9 years ago by sagarkolekar ★ 11k
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(Duplicate) Draw AFD, SFD & BMD for given frame.
structural analysis updated 2.9 years ago by sagarkolekar ★ 11k
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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 2.9 years ago by pedsangini276 • 4.8k
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Analyze the beam in the fig by MDM. Draw BMD.
structural analysis updated 2.9 years ago by sagarkolekar ★ 11k
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Determine the degree of static and kinematic in determinacy of the following structures.
structural analysis updated 3.0 years ago by pedsangini276 • 4.8k
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2.7k
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Analyse the frame and draw BMD by using Flexibility Method
structural analysis updated 3.0 years ago by pedsangini276 • 4.8k
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Analyse the pin jointed plane frame shown in fig.
structural analysis updated 3.0 years ago by pedsangini276 • 4.8k
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1.3k
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Analyze the beam shown in fig. using M.D.M. Draw BMD. Support B settles down by 12 mm E = 2.1*$10^5$ mpa I = 85*$10^5$ m$m^4$.
structural analysis updated 3.0 years ago by teamques10 ★ 69k
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Analysis the beam by flexibility method and draw MBD
structural analysis updated 3.0 years ago by pedsangini276 • 4.8k
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1.9k
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Analyse the beam by three moment theorem and draw BMD.
structural analysis updated 3.0 years ago by pedsangini276 • 4.8k
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4.7k
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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 3.0 years ago by pedsangini276 • 4.8k
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2.3k
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Analyse the beam by flexibility method and draw BMD.
structural analysis updated 3.0 years ago by pedsangini276 • 4.8k
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1.1k
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Determine .
structural analysis updated 3.0 years ago by pedsangini276 • 4.8k
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1.7k
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Calculate: 1. Static indeterminancy. 2. Kinematic indeterminancy (neglecting axial deformation for flexural members).
structural analysis updated 3.0 years ago by pedsangini276 • 4.8k
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996
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Find the Sharp factor of triangle section.
structural analysis updated 2.9 years ago by pedsangini276 • 4.8k
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