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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 4.0 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 4.0 years ago by teamques10 ★ 70k
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Using unit load method or Castigliano's second theorem for rigid jointed frame as shown in fig. Calculate a horizontal displacement of roller support at D. Take $E=210 GPa$, $I=4\times10^8mm^4$
structural analysis updated 4.0 years ago by teamques10 ★ 70k
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A suspension cable having supports at the same level, has a span of 30m and a maximum dip of 3m. The cable is loaded with U.D.L of 10KN/m through out its length. Find the maximum and minimum tension.
structural analysis updated 4.0 years ago by teamques10 ★ 70k
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The 3-hinged stiffening girder of a suspension bridge of span 120m is subjected to two point loads of 240KN and 300KN at distance 25m and 80m from the left end.
structural analysis updated 4.0 years ago by teamques10 ★ 70k
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Using Macaulay's double integration method, Find slope at band deflection at C for the beam shown.
structural analysis updated 4.0 years ago by teamques10 ★ 70k
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Analysis the Continuous beam loaded and supported as shown in fig 1)Using clapeyron's theorem of three moments method Note that support C settles by 8mm during loading Take $EI=1600kN/M^{2}$
structural analysis updated 7.5 years ago by teamques10 ★ 70k
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Describe the representative process flow for fabricating the cantilever structure
structural analysis updated 3.8 years ago by phenjoisilab • 0
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3.4k
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Determine the degree of static and kinematic in determinacy of the following structures.
structural analysis updated 4.0 years ago by krithikkm200 • 10
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1.8k
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Calculate: 1. Static indeterminancy. 2. Kinematic indeterminancy (neglecting axial deformation for flexural members).
structural analysis updated 4.0 years ago by krithikkm200 • 10
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1.2k
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Determine .
structural analysis updated 4.0 years ago by krithikkm200 • 10
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Determine .
structural analysis updated 4.0 years ago by krithikkm200 • 10
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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 4.0 years ago by krithikkm200 • 10
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Analyse the beam by flexibility method and draw BMD.
structural analysis updated 4.0 years ago by krithikkm200 • 10
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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 4.0 years ago by krithikkm200 • 10
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2.0k
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Analyse the beam by three moment theorem and draw BMD.
structural analysis updated 4.0 years ago by krithikkm200 • 10
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1.2k
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Analysis the beam by flexibility method and draw MBD
structural analysis updated 4.0 years ago by krithikkm200 • 10
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5.1k
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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 4.0 years ago by krithikkm200 • 10
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2.8k
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Analyse the pin jointed plane frame shown in fig.
structural analysis updated 4.0 years ago by krithikkm200 • 10
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3.0k
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Analyse the frame and draw BMD by using Flexibility Method
structural analysis updated 4.0 years ago by krithikkm200 • 10
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1.5k
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Analyse the beam loaded as shown in fig. by Theorem of three moments.
structural analysis updated 4.0 years ago by krithikkm200 • 10
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1.4k
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Analyse the beam by three moment theorem and Draw B.M.D
structural analysis updated 4.0 years ago by krithikkm200 • 10
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1
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1.6k
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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 4.0 years ago by krithikkm200 • 10
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2.8k
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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 4.0 years ago by krithikkm200 • 10
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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 4.0 years ago by krithikkm200 • 10
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