Building construction 1 – 4 Architectural requirements for buildings do not include: :r1 Operational requirements :r2 Urbanistic requirements :r3 Economic requirements :r1 0 :r2 0 :r3 ok 1 -- The basic (metric) module is equal to: :r1 100 mm :r2 100 cm :r3 100 m :r1 ok 1 :r2 0 :r3 0 -- Production of structural components (or parts) outside the site is called: :r1 Prefabrication :r2 Unification :r3 Typization :r1 ok 1 :r2 0 :r3 0 -- Headroom is defined as: :r1 Vertical distance between the floor surface and the upper level of the ceiling structure of the same floor :r2 Vertical distance between the floor surface and the lower level of the ceiling structure of the same floor :r3 The vertical distance of the upper surfaces of the load-bearing structure of the ceilings :r1 0 :r2 ok 1 :r3 0 -- The loading of ceiling structures is mainly transferred to the foundations by: :r1 Load-bearing walls and Non-load-bearing walls :r2 Non-load-bearing walls :r3 Load-bearing walls :r1 0 :r2 0 :r3 ok 1 -- The advantage of the longitudinal construction system is: :r1 Openness and variability :r2 Closeness and non-variability :r3 Usable for objects with more floors :r1 ok 1 :r2 0 :r3 0 -- Which type of construction is used for high-rise buildings: :r1 Superstructure :r2 Hall construction systems :r3 Construction system longitudinal :r1 ok 1 :r2 0 :r3 0 -- Suspension, pneumatic and suspend systems belong to: :r1 Bending construction system :r2 Compressive construction system :r3 Tensile construction system :r1 0 :r2 0 :r3 ok 1 -- Maintenance: :r1 Reduces the degree of degradation of structural elements, usually involves the renewal of protective surface coating :r2 Is an increase in the utility value of a building or its part without changing the purpose. The goal is to improve the standard of use. :r3 is to restore an object or its part into the original condition with the utmost emphasis on preserving the original appearance and design solution. :r1 ok 1 :r2 0 :r3 0 -- According to the static effect, the structures are: :r1 Longitudinal x transverse :r2 Load-bearing x Non-load-bearing :r3 Prefabricated x monolithic :r1 0 :r2 ok 1 :r3 0 5 – 8 The distance between the two structures without the volume and shape changes is: :r1 Construction joint :r2 Expansion joint :r3 None of the answers are correct :r1 ok 1 :r2 0 :r3 0 -- How many classes of soil exploitation are? :r1 7 :r2 3 :r3 5 :r1 0 :r2 ok 1 :r3 0 -- An excavation whose length and width is greater than 2 meters is: :r1 Pit :r2 Furrow :r3 Shaft :r1 ok 1 :r2 0 :r3 0 -- The minimum diameter of the foundation well should be at least: :r1 0,1 m :r2 1 m :r3 10 m :r1 0 :r2 ok 1 :r3 0 -- A suitable method of foundation below the water level is: :r1 Caissons :r2 Micropile :r3 Grid footing :r1 ok 1 :r2 0 :r3 0 -- The strip footings are used to support both load-bearing and non-load-bearing walls from the load: :r1 4 N/m2 :r2 5 N/m2 :r3 6 N/m2 :r1 0 :r2 0 :r3 ok 0 -- Micropiles belong to the group: :r1 Monolithis piles :r2 Prefabricated piles :r3 Assembled piles :r1 ok 1 :r2 0 :r3 0 -- For loose earths of ordinary terrain (outside mountain areas) we usually choose the depth of foundation: :r1 500 mm :r2 700 mm :r3 800 mm :r1 0 :r2 0 :r3 ok 1 -- The maximum distance of the expansion joints in masonry to lime mortar made of concrete blocks is: :r1 40 m :r2 50 m :r3 60 m :r1 0 :r2 ok 1 :r3 0 -- Vertical excavations in cohesive soils can be done in depth :r1 0,5 m :r2 1,5 m :r3 5 m :r2 ok 1 Cement mortars have compressive strengths ranging from: :r1 5,0 - 20 MPa :r2 5,0 - 20,0 Kpa :r3 0,5 - 2,0 Pa :r1 ok 1 -- The transversely oriented element, which is applied in the face of the masonry by its width, is: :r1 Header :r2 Stretcher :r3 Ashlar :r1 ok 1 -- Ashlar are: :r1 Roughly worked stone elements of the shape of an approximate parallelepiped. :r2 Prism-shaped elements roughly machined used for facing masonry. :r3 Irregular shapes without stoneworking. :r2 ok 1 -- Columns of monolithic skeletons usually do not have a plan cross-section: :r1 Rhombus :r2 Rectangle :r3 Circle :r1 ok 1 -- Prefabricated wall panels typically have an area: :r1 1 - 2 m2 :r2 4 - 8 m2 :r3 10 - 20 m2 :r3 ok 1 -- The supporting length of the monolithic lintel should be: :r1 3 % the clear width of the opening :r2 5 % the clear width of the opening :r3 7,5 % the clear width of the opening :r3 ok 1 -- Minimum cross-section area of man-chimney to a height of 10 meter is: :r1 450 x 450 mm :r2 250 x 250 mm :r3 1000 x 800 mm :r1 ok 1 -- The hole through which the flue gas is fed into the flue is called: :r1 Vent connector :r2 Flue :r3 Head of chimney :r1 ok 1 -- The usually lengths of reinforced concrete lintel are usually: :r1 0,5 - 1 m :r2 1,1 - 5 m :r3 1,2 - 3 m :r3 ok 1 -- According to the structural arrangement, chimney do not include: :r1 Multi-layer chimneys :r2 Single-layer chimneys :r3 Chimneys for solid, liquid and gaseous fuels :r3 ok 1