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1.8k
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1
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Analyze the continuous beam shown in fig.
structural analysis updated 2.3 years ago by teamques10 ★ 65k
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Analyse the frame shown in fig use slope deflection method.
structural analysis updated 2.3 years ago by teamques10 ★ 65k
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2.0k
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Analyze the beam by slope deflection method. Draw BMD.
structural analysis updated 2.3 years ago by teamques10 ★ 65k
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1.0k
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Analyse the continuous beam shown in fig. Draw also BM & SF dia.
structural analysis updated 2.3 years ago by teamques10 ★ 65k
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546
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Analyze the beam by slope deflection method. Draw BMD
structural analysis updated 2.3 years ago by teamques10 ★ 65k
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849
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Example of Plastic Moment $(M_P)$
structural analysis updated 2.3 years ago by teamques10 ★ 65k
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1.9k
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Determine the plastic moment capacity fo the beam as shown on figure take load factor
structural analysis updated 2.3 years ago by pedsangini276 • 4.8k
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1.5k
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Analyse frame by slope defection method and draw BMD
structural analysis updated 2.3 years ago by pedsangini276 • 4.8k
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1
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1.1k
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Analyze the beam as shown in figure using Stiffness Method.
structural analysis updated 2.3 years ago by pedsangini276 • 4.8k
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1.0k
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Analysis the rigid jointed plane as shown in figure, using Stiffness Method. Draw BMD , SFD and deflected shape.
structural analysis updated 2.3 years ago by pedsangini276 • 4.8k
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1.2k
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Analyse the frame by stiffness method and than B.M.D
structural analysis updated 2.3 years ago by pedsangini276 • 4.8k
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3.0k
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Analyse the rigid jointed plane frame as shown in figure, using moment distribution Method. Draw B.M.D., SFD and elastic curve.
structural analysis updated 2.3 years ago by pedsangini276 • 4.8k
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1
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3.9k
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Analyse the frame by moment distribution method.
structural analysis updated 2.3 years ago by pedsangini276 • 4.8k
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29k
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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 2.3 years ago by pedsangini276 • 4.8k
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1.4k
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Analyse frame by slope defection method and draw B.M.D
structural analysis updated 2.3 years ago by pedsangini276 • 4.8k
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5.1k
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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 2.3 years ago by pedsangini276 • 4.8k
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2.4k
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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 2.3 years ago by pedsangini276 • 4.8k
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1.3k
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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 2.3 years ago by pedsangini276 • 4.8k
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662
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MODULE 6&7-Part 2 - Q.2
structural analysis updated 2.2 years ago by pedsangini276 • 4.8k
1
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1.0k
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Describe the representative process flow for fabricating the cantilever structure
structural analysis updated 2.1 years ago by sagarkolekar ★ 11k
0
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589
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MODULE 6&7-Part 2 - Q.1
structural analysis updated 2.2 years ago by pedsangini276 • 4.8k
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2.0k
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MODULE 6&7-Part 1 - Q.1
structural analysis updated 2.2 years ago by pedsangini276 • 4.8k
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1.6k
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MODULE 6&7-Part 1 - Q.2
structural analysis updated 2.2 years ago by pedsangini276 • 4.8k
1
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1
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2.9k
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Rigid joint plane frame, draw AFD,SFD and BMD, given frame
structural analysis updated 2.2 years ago by sagarkolekar ★ 11k
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5.9k
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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 2.3 years ago by pedsangini276 • 4.8k
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