The minimum horizontal distance between two parallel main reinforcing bars, is
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Civil Engineering · all questionsStructural Analysis
Structural Analysis
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A single rolling load of 8 kN rolls along a girder of 15 m span. The absolute maximum bending moment will be
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If in a pin-jointed plane frame (m + r) > 2j, then the frame is
(Where ‘m’ is number of members, ‘r’ is reaction components and ‘j’ is number of joints)
(Where ‘m’ is number of members, ‘r’ is reaction components and ‘j’ is number of joints)
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A rigid-jointed plane frame is stable and statically determinate if (where m is number of members, r is reaction components and j is number of joints)
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A pin-jointed plane frame is unstable if (where m is number of members, r is reaction components and j is number of joints)
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The degree of static indeterminacy of a pin-jointed space frame is given by (where m is number of unknown member forces, r is unknown reaction components and j is number of joints)
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The degree of static indeterminacy up to which column analogy method can be used is
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When a load crosses a through type Pratt truss in the direction left to right, the nature of force in any diagonal member in the left half of the span would
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Pick up the incorrect statement from the following:
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The number of independent equations to be satisfied for static equilibrium in a space structure is
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Which of the following is not the displacement method?
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Which of the following methods of structural analysis is a displacement method?
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The carryover factor in a prismatic member whose far end is fixed is
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The degree of kinematic indeterminacy of a pin-jointed space frame is (where m, r and j have their usual meanings)
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The degree of static indeterminacy of a rigid-jointed space frame is (where m, r and j have their usual meanings)
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Castigliano’s first theorem is applicable
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Which of the following methods of structural analysis is a force method?
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Principle of superposition is applicable when
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The effective and actual lengths of a cantilever are same if continuous at the support,
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When a uniformly distributed load, longer than the span of the girder, moves from left to right, then the maximum bending moment at mid section of span occurs when the uniformly distributed load occupies
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