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Home⇒ Engineering⇒
Theory design of structures analysis
1-Dont try to cram or spend more time here just read it fast and cover syllabus then practice MCQ's cheptor of same topic to check your progress. . |
2-Wrong options are also given but dont concentrate there, Right answer is in bold format. |
Q41 ⇒ The mode of failure of a very short masonry member having h/t ratio of less than 4 is by shear [other wrong options] [Discuss in forum] vertical tensile splitting buckling any of the above |
Q42 ⇒ To generate the j th column of the flexibility matrix a unit force is applied at coordinate j and the displacements are calculated at all coordinates [other wrong options] [Discuss in forum] a unit displacement is applied at co-ordinate j and the forces are calculated at all coordinates a unit force is applied at coordinate j and the forces are calculated at all coordinates a unit displacement is applied at co-ordinate j and the displacements are calculated at all co-ordinates |
Q43 ⇒ The timber floor not spanning on the masonry wall but properly anchored to the wall gives lateral restraint but not rotational restraint [other wrong options] [Discuss in forum] rotational restraint but not lateral restraint both lateral and rotational restraints neither lateral nor rotational restraint |
Q44 ⇒ Effects of shear force and axial force on plastic moment capacity of a structure are respectively to decrease and decrease [other wrong options] [Discuss in forum] increase and decrease increase and increase decrease and increase |
Q45 ⇒ Minimum thickness of stiffening wall for 1 to 3 storeys shall not be less than 10 cm [other wrong options] [Discuss in forum] 15 cm 20 cm 30 cm |
Q46 ⇒ Which of the following methods of structural analysis is a force method ? column analogy method [other wrong options] [Discuss in forum] slope deflection method moment distribution method none of the above |
Q47 ⇒ Which of the following will give higher ratio of brickwork strength to mortar strength ? 1:2:9 [other wrong options] [Discuss in forum] 1 : % : 3 1 : Vz: 4>/2 1:1:6 |
Q48 ⇒ Which of the following methods of structural analysis is a displacement method ? moment distribution method [other wrong options] [Discuss in forum] column analogy method three moment equation none of the above |
Q49 ⇒ For masonry work with solid bricks, consistency of mortar should be 9 to 13 cm [other wrong options] [Discuss in forum] 5 to 8 cm 14 to 18 cm 19 to 23 cm |
Q50 ⇒ In the displacement method of structural analysis, the basic unknowns are displacements [other wrong options] [Discuss in forum] force displacements and forces none of the above |
Q51 ⇒ Water retentivity for brick masonry should not be less than 70% [other wrong options] [Discuss in forum] 50% 60% 80% |
Q52 ⇒ The fixed support in a real beam becomes in the conjugate beam a free end [other wrong options] [Discuss in forum] roller support hinged support fixed support |
Q53 ⇒ Minimum compressive strength in N/mm2 for H1 type mortar used for masonry is 10 [other wrong options] [Discuss in forum] 3 5 7.5 |
Q54 ⇒ The width of the analogous column in the method of column analogy is 1/EI [other wrong options] [Discuss in forum] 2/EI 1/2 EI 1/4 EI |
Q55 ⇒ Rich cement mortars are more liable to cracking as compared to lean mortars because rich mortars have high shrinkage [other wrong options] [Discuss in forum] less strength both (a) and (b) none of above |
Q56 ⇒ A simply supported beam deflects by 5 mm when it is subjected to a concentrated load of 10 kN at its centre. What will be deflection in a 1/10 model of the beam if the model is subjected to a 1 kN load at its centre ? 5 mm [other wrong options] [Discuss in forum] 0.5 mm 0.05 mm 0.005mm |
Q57 ⇒ For earthquake resistant masonry buildings, where seismic coefficient is less than 0.08, the horizontal distance between two openings shall not be less than Vt x height of shorter opening [other wrong options] [Discuss in forum] Vt x height of longer opening Ax height of shorter opening Vi x height of longer opening |
Q58 ⇒ The deformation of a spring produced by a unit load is called flexibility [other wrong options] [Discuss in forum] stiffness influence coefficient unit strain |
Q59 ⇒ In a cavity wall, both leaves of which are load bearing, the effective thickness is taken as larger of (b) and (c) [other wrong options] [Discuss in forum] sum of thickness of both leaves two-third of the sum of thickness of both the leaves actual thickness of the stronger leaf |
Q60 ⇒ For a single point load W moving on a symmetrical three hinged parabolic arch of span L, the maximum sagging moment occurs at a distance x from ends. The value of x is 0.211 L [other wrong options] [Discuss in forum] 0.25 L 0.234 L 0.5 L |
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