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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 4.1 years ago by krithikkm200 • 10
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Analyse the frame by stiffness method and than B.M.D
structural analysis updated 4.1 years ago by krithikkm200 • 10
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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 4.1 years ago by krithikkm200 • 10
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Analyze the beam as shown in figure using Stiffness Method.
structural analysis updated 4.1 years ago by krithikkm200 • 10
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Determine the factor of diamond section of the beam as shown in figure.
structural analysis updated 4.1 years ago by krithikkm200 • 10
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Analyse frame by slope defection method and draw BMD
structural analysis updated 4.1 years ago by krithikkm200 • 10
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Determine the plastic moment capacity fo the beam as shown on figure take load factor
structural analysis updated 4.1 years ago by krithikkm200 • 10
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Prove that from 3 hing symmetrical parabolic arch carring UDL on entire span the BM at every section is 0.
structural analysis updated 4.1 years ago by teamques10 ★ 70k
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A semicircular symmetrical three hinged arch has a span of 20m.The arch sustains a load of 45 KN/m on the left half of the span.
structural analysis updated 4.1 years ago by teamques10 ★ 70k
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Calculate the vertical & horizontal displacements at point C in the simple frame with uniform flexural rigidity as shown in fig. Use unit load method. Also draw the deflected profile of the frame.
structural analysis updated 4.1 years ago by teamques10 ★ 70k
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Using unit load method or any other energy method, find the vertical deflection of joint 'E' of a pin jointed truss loaded & supported as shown in fig. Take AE = constant in cell number.
structural analysis updated 4.1 years ago by teamques10 ★ 70k
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Using unit load method (virtual-work method) for rigid jointed frame shown in fig. calculate a horizontal displacement ($\Delta D_H$)
structural analysis updated 4.1 years ago by teamques10 ★ 70k
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Using virtual work method, for rigid jointed frame as shown in fig. Find horizontal displacement of roller. Take $EI=200\times10^3 MPa, I=4\times10^8mm^4$
structural analysis updated 4.1 years ago by teamques10 ★ 70k
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Find the vertical deflecttions of the Joint C of the loaded truss shown in fig. The cls area of members CD & DE are each $250mm^2$ & those of the other members are each $1250mm^2.$Take$E=200\ kN/mm^2$
structural analysis updated 4.1 years ago by teamques10 ★ 70k
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Find the Strain energy stored due to bending in cantilever beam subjected to UDL of intensity wkNlm over entire span.
structural analysis updated 4.1 years ago by teamques10 ★ 70k
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List out the various energy theorems and principles related to the elastic structures. Explain any one of them.
structural analysis updated 4.1 years ago by teamques10 ★ 70k
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Law of raciprocal Deflection or Maxwell's raciprocal Deflection Theorem.
structural analysis updated 4.1 years ago by teamques10 ★ 70k
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Explain Bett's Theorem.
structural analysis updated 4.1 years ago by teamques10 ★ 70k
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For the pin-jointed frame shown in fig. calculate the vertical deflection of joint F. AE = constant.
structural analysis updated 4.1 years ago by teamques10 ★ 70k
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Define Macaulay's method and moment area method
structural analysis updated 4.1 years ago by teamques10 ★ 70k
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Enlist various methods for finding deflection in structures.
structural analysis updated 4.1 years ago by teamques10 ★ 70k
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Define a conjugate beam and state the two theorems
structural analysis updated 4.1 years ago by teamques10 ★ 70k
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Analyse the frame as shown in figure. Draw free body diagram of each member and construct AFD, SFD and BMD.
structural analysis updated 4.1 years ago by teamques10 ★ 70k
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Draw AFD, SFD & BMD.
structural analysis updated 4.1 years ago by teamques10 ★ 70k
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Using Macaulay's mehtod calculate the slope of the beam at C as shown in figure. Take $EI=40\times10^3\ kNm^2$
structural analysis updated 4.1 years ago by teamques10 ★ 70k
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