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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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A column of hollow circular section with external diamter 300mm and thickness 40mm id 4m long. It is pinned at both the ends. The column carries a load of 100 kN at an eccentricity of 40mm,...(contd.)
structural analysis updated 2.3 years ago by teamques10 ★ 65k
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Draw neat sketch of cable and suspension bridge.
structural analysis updated 2.3 years ago by teamques10 ★ 65k
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Analyse the portal frame shown in fig. use slope deflection method
structural analysis updated 2.3 years ago by teamques10 ★ 65k
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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 2.3 years ago by pedsangini276 • 4.8k
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Analyse the contineous beam by using three moment theorem
structural analysis updated 5.8 years ago by teamques10 ★ 65k
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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 2.3 years ago by pedsangini276 • 4.8k
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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 2.3 years ago by teamques10 ★ 65k
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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 2.3 years ago by teamques10 ★ 65k
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A suspension cable of horizontal span 95m is supported at two different levels. The right support is higher than the left support by 4m.
structural analysis updated 2.3 years ago by teamques10 ★ 65k
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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 2.3 years ago by teamques10 ★ 65k
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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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Analyze the pin-joint frame by flexibility method as shown in fig. All the members may have assumed to the same AE=Constant.
structural analysis updated 2.3 years ago by teamques10 ★ 65k
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Determine true collapse load of a given continuous beam.
structural analysis updated 2.3 years ago by teamques10 ★ 65k
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Determine the degree of static and kinematic indeterminacy of the following structure
structural analysis updated 2.3 years ago by teamques10 ★ 65k
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Using conjugate beam method find slope at C & deflection at C for a cantilever beam as shown in figure.
structural analysis updated 2.3 years ago by teamques10 ★ 65k
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Draw AFD, SFD & BMD for given frame.
structural analysis updated 2.3 years ago by teamques10 ★ 65k
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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 5.8 years ago by teamques10 ★ 65k
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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 2.3 years ago by teamques10 ★ 65k
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A cantilever beam ABC is fixed at A and free at C carries UDL of 12 kN/m over its entire span and a point load of 24 kN at B. AB=2m (2 $I$ and BC=3m (I). Determine the slope at c & deflection at C
structural analysis updated 2.3 years ago by teamques10 ★ 65k
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Draw AFD, SFD and BMD
structural analysis updated 2.3 years ago by teamques10 ★ 65k
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Determine the degree of static and kinematic in determinacy of the following structures.
structural analysis updated 2.3 years ago by pedsangini276 • 4.8k
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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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Analyze the portal frame shown in fig use slope deflection method.
structural analysis updated 2.3 years ago by teamques10 ★ 65k
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A T-Section of dimension $12cm\times12cm\times2cm$ and its length 3 meter is used as column with one of its end fixed and the other end free. Take $E=2\times10^5\ N/mm^2$ Find crippling load.
structural analysis updated 2.3 years ago by teamques10 ★ 65k
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