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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 4.1 years ago by teamques10 ★ 70k
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Explain the concept of shear centre in brief.
structural analysis updated 4.1 years ago by teamques10 ★ 70k
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Determine the shear centre as shown in the figure
structural analysis updated 4.1 years ago by teamques10 ★ 70k
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Explain unsymmetrical bending
structural analysis updated 4.1 years ago by teamques10 ★ 70k
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A beam of rectangular cls is subjected to B.M of 15 kNm in the plane as shown in figure. Find maximum stresses in the section
structural analysis updated 4.1 years ago by teamques10 ★ 70k
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A cantilever beam of cross section $300mm\times600mm $ and span 3m is loaded with UDP of 12 kN/m over its entire span. Find the maximum bending stresses induced in the cross sectin if the ...(contd.)
structural analysis updated 4.1 years ago by teamques10 ★ 70k
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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 4.1 years ago by teamques10 ★ 70k
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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 4.1 years ago by teamques10 ★ 70k
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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 4.1 years ago by teamques10 ★ 70k
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Using Conjugate Beam method find the vertical deflection at D and slope at A for the S.S beam loaded as shown in figure in terms of EI
structural analysis updated 4.1 years ago by teamques10 ★ 70k
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For the cantilever beam shown in the figure find the deflection at free end by Moment Area Method
structural analysis updated 4.1 years ago by teamques10 ★ 70k
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Draw the stress distribution diagram at the base of a column of hollow circular section with external diameter 200mm and thickness 20mm. The column is 6m long having both ends fixed. It ...(contd.)
structural analysis updated 4.1 years ago by teamques10 ★ 70k
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Find the maximum and minimum Stress developed at the base of a column loaded as shownin fig. Also draw stress distribution. Take $E=2\times10^5 N/mm^2$
structural analysis updated 4.1 years ago by teamques10 ★ 70k
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Draw AFD, SFD & BMD for given frame.
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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For a given beam. Find the S.F at 4m from A using ILD
structural analysis updated 4.1 years ago by teamques10 ★ 70k
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For a given simply supported bridge, calculate support reaction for the load shown.
structural analysis updated 4.1 years ago by teamques10 ★ 70k
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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 4.1 years ago by teamques10 ★ 70k
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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 4.1 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 4.1 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 4.1 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 4.1 years ago by teamques10 ★ 70k
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Draw AFD, SFD, BMD for given frame.
structural analysis updated 4.1 years ago by teamques10 ★ 70k
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Draw AFD, SFD and BMD
structural analysis updated 4.1 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 4.1 years ago by teamques10 ★ 70k
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