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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 3.8 years ago by teamques10 ★ 70k
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Define the term product of inertia. Also state its importance in structural analysis.
structural analysis updated 3.5 years ago by Krishna_Agrawal • 2.7k
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A simple supported beam shown in fig is subject to a set of 4 concentrated load which moves from left to right, determine a.Absolute max shear force (S.F) b.Absolute max bending moment (B.M)
structural analysis updated 3.8 years ago by teamques10 ★ 70k
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Using Macaulay's method, determine the slope at A and deflection at C for the beam loaded as shown.
structural analysis updated 3.8 years ago by teamques10 ★ 70k
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Using Macaulay's method. Find the slope at A and deflection at C.
structural analysis updated 3.8 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 3.8 years ago by teamques10 ★ 70k
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Draw AFD, SFD, BMD for given frame.
structural analysis updated 3.8 years ago by teamques10 ★ 70k
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Draw AFD, SFD and BMD
structural analysis updated 3.8 years ago by teamques10 ★ 70k
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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 3.8 years ago by teamques10 ★ 70k
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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 3.8 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 3.8 years ago by teamques10 ★ 70k
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Determine max S.F and B.M at quarter span(1/4) from left end when UDL longer than span of intensity 20KN/m accompanied a 100KN concentrated load crosses the span of 12m. Use IDL.
structural analysis updated 3.8 years ago by teamques10 ★ 70k
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Draw neat sketch of cable and suspension bridge.
structural analysis updated 3.8 years ago by teamques10 ★ 70k
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Using Moment Area Method OR Conjugate Beam Method, determine in terms of EI, the slope and deflection at the free end C of an overhang beam loaded as shown.
structural analysis updated 3.6 years ago by Chandan15 • 300
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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 3.8 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 3.8 years ago by teamques10 ★ 70k
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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 3.8 years ago by teamques10 ★ 70k
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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 3.8 years ago by teamques10 ★ 70k
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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 3.8 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 3.8 years ago by teamques10 ★ 70k
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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 3.8 years ago by teamques10 ★ 70k
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Calculate the max B.M & S.F. at 8m from left support
structural analysis updated 3.8 years ago by teamques10 ★ 70k
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A beam of rectangular cross section $80\times120$ mm is subjected to a uniformly distributed load of 10 kN/m. The plane of loading makes an angle of $30^\circ$ with respect to y-axis.
structural analysis updated 3.8 years ago by teamques10 ★ 70k
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Define Strain Energy.Write the expression for strain energy stored due to S.F, B.M & twisting moment.
structural analysis updated 3.9 years ago by teamques10 ★ 70k
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Locate the shear centre for thin walled channel section as shown in figure. Assume the uniform section as 10mm. Cross sectional dimension are in mm.
structural analysis updated 3.6 years ago by Chandan15 • 300
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