Match the building configuration characteristics in Group-I with their seismic consequences in Group-II Group IGroup IIP. Re-entrant corner1. Soft storeyQ. Floating column2. Stress concentration at cornerR. Irregular storey3. Load path stiffness discontinuityS. Gap between4. Vertical asymmetry adjacent buildings5. Pounding

Match the building configuration characteristics in Group-I with their

1.	Match the building configuration characteristics in Group-I with their seismic consequences in Group-II Group IGroup IIP. Re-entrant corner1. Soft storeyQ. Floating column2. Stress concentration at cornerR. Irregular storey3. Load path stiffness discontinuityS. Gap between4. Vertical asymmetry adjacent buildings5. Pounding
A.	P-3, Q-1, R-2, S-4
B.	P-2, Q-3, R-1, S-5
C.	P-4, Q-3, R-1, S-5
D.	P-3, Q-5, R-2, S-1
Answer» C. P-4, Q-3, R-1, S-5

Discussion

No Comment Found

Related MCQs

Match the cities in Group I with their form in Group II Group IGroup IIP. Detroit1. Star FormQ. Copenhagen2. Polycentred NetR. Stalingrad3. Linear CityS. San Francisco4. Ring Form5. Galaxy
Match the features in Group I with their architectural periods in Group II Group IGroup IIP. Caryatids1. RomanQ. Hypocaust2. GothicR. Pylons3. GreekS. Lofty Pinnacles4. Egyptian5. Romanesque
Match the elements in Group I with the structures in Group II Group IGroup IIP. Harmika1. Dilwara Temple, Mount AbuQ. Sixteen Vidyadevis2. Sun Temple, ModheraR. Lat pillar3. Stupa of SanchiS. Urushringa4. Lauriya, Nandangarh5. Great Kailash Temple, Ellora
Match the books in Group I with their authors in Group II Group IGroup IIP. Architecture Now!1. Ian Mc HargQ. Intentions in Architecture2. Robert VenturiR. Design with Nature3. Christopher AlexanderS. Complexity & Contradictions in Architecture4. Philip Jodidio5. Christian Norberg Schulz
Match the common names of the trees in Group I with their botanical names in Group IIGroup IGroup IIP. Gulmohar1. Dalbergia SissooQ. Palash2. Ficus BenghalensisR. Indian Mahogany3. Delonix RegiaS. Banyan4. Toona Ciliata5. Butea Monosperma
If yield stress of steel is 415 MPa, then strain in tensile reinforcement at the limit state of collapse shall be at least _____________. For steel, the Young s Modulus, E = 2 105 MPa.
Match the terms in Group I with their examples in Group II Group IGroup IIP. Incentive zoning1. Boardwalk, Atlantic CityQ. Universal design2. Minneapolis, USAR. Promenading3. Broadway Theatre District, New YorkS. Skyway system4. Pruitt Igoe Housing, St. Louis, Missouri5. Curitiba, Brazil
Match the following terminologies in Group I with their descriptions in Group II Group IGroup IIP. Pruning1. Useful in reproducing plants that would not breed true if propagated by seedQ. Topiary2. A live bud from a desired plant inserted into a host plantR. Grafting3. Cutting of evergreen shrubs into abstract or geometric shapesS. Budding4. Trimming and cutting of lawns5. Selective cutting of plant branches for better growth
A solid straight steel rod of diameter 100 mm is bent in single curvature into a circular arc by a moment of 50 kNm applied at its ends. If elastic modulus, E, for steel is 2 105 MPa, the radius of curvature (mm) of the arc assuming = 3.14 is _____________
Associate the plans in Group I with the options in Group II Group IGroup IIP. City Development Plan1. PMGSYQ. Slum Free City Plan2. JNNURMR. Transport Network Plan3. RAYS. Disaster Management Plan4. NDMA5. RSVY

Discussion

No Comment Found

Related MCQs

Reply to Comment