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If a point load is acting at mid span of a fixed beam of uniform section produces fixed end moments of 120 kN.m, then the same load spread uniformly over the entire span will produce fixed end moments equal to
A three hinged arch of span 5 m and rise 1.5 m carries a uniform distributed load of 120 kN/m over the whole span. The horizontal thrust on each support is
In a fixed beam a variable load is applied as shown in figure of intensity 60 kN over whole span of length 5 m. The fixed moment at support A will be
A beam AB shown below of span 10 m and having uniform EI = 10000 kN.m2, is subjected to a rotation of 0.001 radian at end B. What is the fixed end moment at A?
What is the degree of static indeterminacy of the plane structure as shown in the figure?
For the truss shown in figure, the force in member HC is
The given figure shows a beam with its Influence line for shear force at section XX. The value of the shear force at section XX due to concentrated load of 50 kN at mid span will be
In the given frame structure, if joint O of the frame is rigid, the rotational stiffness of the frame at joint O is
If there are ‘m’ unknown member forces, ‘r’ unknown reaction components and ‘j’ number of joints, then the degree of static determinacy of a plane truss is
Which of the following is displacement method?
The elements of flexibility matrix of a structure
If a two hinged parabolic arch carries a UDL over the left half of the span than the horizontal thrust at each support will be
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Tags :AE & JE Exams
Apr 29AE & JE Exams