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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 • 4.7k
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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 2.3 years ago by teamques10 ★ 64k
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Determine the factor of diamond section of the beam as shown in figure.
structural analysis updated 2.3 years ago by pedsangini276 • 4.7k
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A simply supported beam has a span of 15m UDL of 40KN/m, 5m long crosses the girder from left to right. Draw ILD for S.F and B.M at a section 6m from left hand.
structural analysis updated 2.2 years ago by sagarkolekar ★ 11k
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A 3 hinged parabolic arch with rise $H_m$ and span 20m carries UDL of 20KN/m from the left half.It also carries a point load of 50 KN on the crown cal
structural analysis updated 2.3 years ago by teamques10 ★ 64k
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Draw AFD, SFD, BMD for given frame.
structural analysis updated 2.3 years ago by teamques10 ★ 64k
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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 2.3 years ago by teamques10 ★ 64k
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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 2.3 years ago by teamques10 ★ 64k
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Explain unsymmetrical bending
structural analysis updated 2.3 years ago by teamques10 ★ 64k
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A hollow cylindrical column is fixed at both the ends. The length of column is 4m and carries an axial load of 250 kN. Design the column by Rankine's formula. Adopt a FOS of 5. The internal..(contd.)
structural analysis updated 2.3 years ago by sagarkolekar ★ 11k
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Analysed the beam by using Three-moment theorem suppport B sinks by 5mm $I=9300cm^{4} E=2.1\times10^{5}N/mm^{2}$
structural analysis updated 5.7 years ago by teamques10 ★ 64k
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Explain ILD and state its importance in structural analysis. Draw ILD for reaction, S.F and B.M for S.S beam.
structural analysis updated 2.3 years ago by teamques10 ★ 64k
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Define Macaulay's method and moment area method
structural analysis updated 2.3 years ago by teamques10 ★ 64k
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A Propped Cantilever of Span 4m carries a UDL of 5kN/m over entire Span calculate fixed end moment by using clapeyron's theorem of three moment
structural analysis updated 5.7 years ago by teamques10 ★ 64k
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A suspension cable of 130m horizontal span is supported at the same level. It is subjected to a UDL of 28.5KN per horizontal meter. If the maximum tension in the cable is limited to 5000KN.
structural analysis updated 2.3 years ago by teamques10 ★ 64k
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A 3 hinged arch of span $40m$ and rise 8m carries concentrated loads of 200 KN and 150 KN at a distances of 8 m & 16 m from the left end and an UDL of 50 KN/m on the right half of the span
structural analysis updated 2.3 years ago by teamques10 ★ 64k
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A cantilever beam of length L is subjected to a UDL of w/unit run. Determine the slope & deflection at the free end. Use Double Integration Method
structural analysis updated 2.3 years ago by teamques10 ★ 64k
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A suspension cable is supported at 2 points 2.5m apart. The left support us 2.5m above the right support. The cable is loaded with a uniformly distributed load of 10KN/m throughout the span.
structural analysis updated 2.3 years ago by teamques10 ★ 64k
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Calculate the plastic moment capacity require for the continuous beam with working load as shown in figure
structural analysis updated 2.2 years ago by pedsangini276 • 4.7k
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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 2.2 years ago by pedsangini276 • 4.7k
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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 2.3 years ago by teamques10 ★ 64k
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4 point loads 8,15,15 and 10KN have centre to centre spacing of 2m between conjugative loads and they travel a girder of 30m span from left to right with 10KN loading. Calculate the max B.M and S.F
structural analysis updated 2.3 years ago by teamques10 ★ 64k
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A bridge cable is suspended from towers 80m apart and carries a load of 30KN/m on the entire span. If the maximum sag is 8m, calculate the maximum tension in the cable.
structural analysis updated 2.3 years ago by teamques10 ★ 64k
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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 2.3 years ago by teamques10 ★ 64k
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Explain the concept of shear centre in brief.
structural analysis updated 2.3 years ago by teamques10 ★ 64k
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