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Structure Analysis - 3 Objective Questions

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Published in: Civil
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Best objective question of structure analusis 3 for civil branch

Harsh S / Bhopal

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  1. STRUCTURAL ANALYSIS - 111 1.) Write the relative stiffness whose far end is fixed c) 3/40/1) 2.) What is stiffness a) moment which is applied to a structural joint to produce rotation. b) the moment required to produce unit slope c) moment which produces no rotation d) all of above 3.) Stiffness of propped cantilever beam 2 d) 5El/L2 a) 6El/L b) 4El/L c) 4El/L 4.) A freely supported beam AB subjected at a couple M at B than moment reqired to be applied at B so as produce unit slope 2 d) 3El/L a) 4El/L b) 6El/L c) 5El/L 5.) Write relative stiffness whose far end is hinged. a) 3/40/1) d) 4/3(L/l)
  2. 6.) The hinged support is defined as: a) permitting rotation of upper rocker with respect to lower rocker. b) fixed end support has zero degree of freedom c) lower rocker is fixed and cannot move d) none of these 7.) Rotation factor is given by: a) -1/2(kab/ikab) C) (kab/ikab) b) 1/2(kabÆkab) d) 1/2(ikab/kab) 8.) What do you understand by term sinking of support a) ability of material of it's haedness b) sink of any building superstructure c) sink of any structure foundation d) none of these 9.) Mab is given by
  3. —wab 10.) B.M. at any section is given by: a) EIP) dx ) c) EIY 11.) Slope at any section is given by: a) EIP) dx ) c) EIY d) all of the above d) all of the above 12.) What is the relation between rotation factor and distribution factor. a) h(distribution factor) b) --(distribution factor) c) 2x(distribution factor) d) --(distribution factor) 13.) Distribution factor is defined as: relative stiffness total stiffness c) both (a) and (b) total stiffness b) relative stiffness d) none of these 14.) Which is not a condition of symmetry a) M.I. is same c) length is not same b) given loading is same d) all of above
  4. 15.) Symmetry is occurs: a) when moment of inertia is not same b) when given loading is same c) when length is same d) c both 16.) Kani's method is developed by: a) gasper b) newton c) Charles 17.) Kani's method is advance from of d) bhor's 18.) Kani's method is simple from of a) slope deflection method b) moment distribution method c) both a & b d) none of these 19.) Final moment in a beam is given by : a) moment in non sway condition + moment in actual pure sway condition b) moment in non sway— moment in pure sway c) a & b both d) none of these
  5. 20.) Deflection in portal frame is given by. When one end is fixed & other is hing 6EIÖ 6EIÖ 21.) What are causes of side sway a) eccentric loading on portal frame b) horizontal loading c) settlement of the support of the frame d) all of the above 22.) When UDL acts over a span then fixed end moment 12 12 23.) When point load act at the centre then fixed end moment 12 24.) Define the structure 12 8 a) bars b) cable c) arches d) all of the above 25.) Rotation contribution of any beam ab. Whose both ends are fixed Mab+iM'ba} C) I-Jab{i Mab + i M'ab} b) IJab{i Mba+iM'ba} d) none of these
  6. 26.) Final moment is given by: a) Mab+2M'ab+M'ba C) Mab+3M'ab+M'ba b) Mab+M'ab+M'ba d) Mab+3M'ab+M'ba 27.) Portal frame made up of: a) 3 column and 1 beam b) 2 column and 2 beam c)2 column and 1 beam d) none of these 28.) Slope deflection metod is presented by: a) newton c) bohr's b) gasper kani's d)George A.maney 29.) If an end of the member is fixed then rotation at end a) zero 30.) If an end of a member is fixed the rotation distribution at the end d)l 31.) Write condition of fixed support a) the fixed end support has zero degree of freedom b) rotation of upper rocker with respect to lower rocker c) lower rocker is fixed d) c both
  7. 32.) A beam is fixed at one end and simply supported at other end is known as: a) cantilever beam c) fixed beam b) propped cantilever beam d) simply supported beam 33.) The rate of change of bending moment is equal to the: a) momentum b) distribution factor c) rotation contribution d) shear force 34.) When a structure member of uniform section is subjected to a moment at one end on y then the moment required so as to rotate that end to produce unit slope is called: a) stiffness of member c) shear force b) distribution factor d) rotation factor 35.) Carry over moment is of the correcting moment applyied a) 2/3 36.) kani's metod is: a) rotation contribution metod b) slope deflection method c) moment distribution method d) a & b both
  8. 37.) The distribution factor for a member at a joint is the ratio of a)stiffness of the member to the total stiffness of all members meeting at the joint b) moment of inertia to length of member c) ratio of fixed end moment to free end moment d) load to moment ratio 38.) The downward deflection of the right end of span with respect to its left end a) negative c) positive b) zero d) none of these 39.) Deflection of the upper end towards the right relative to lower end a) zero c) positive b) negative d) a & b both 40.) fixed beam carrying a point load at midspan then B.M. at midspan 8 8 12 12
  9. N/A
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