Answer these 200+ X MCQs and see how sharp is your knowledge of X.
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A. Geopolymer cement
B. EMC
C. Portland cement
A. Rebar design
B. Mixture viscosity
C. Vacuum seal
D. Air entrainment
A. The weight of the load the bridge will have to carry
B. The weight of the bridge structure itself
C. The combined weight of the bridge itself and the load it will carry
D. The weight at which the bridge will fail
A. True
B. False
A. saturation ratio
B. dry density
C. soil buoyancy
D. porosity
A. Rubber cushioning
B. Dead space
C. Expansion joints
D. Building gaps
A. shallow foundation
B. deep foundation
A. non-cohesive
B. cohesive
A. Level
B. Theodolite
C. Compass
D. Telescope
A. Binder
B. Slag
C. Agreggate
D. Cement
A. used as damp proofing material
B. All of these.
C. used as water proofing material
D. made from bitumen and hessian fibres
A. Building area
B. Constructed section
C. Superstructure
D. Occupiable space
A. Reinforced concrete
B. Resinous carbon construction materials
C. Reinforced cement
D. Recycled construction materials
A. High Heat Conductivity
B. High Strength to Weight Ratio
C. Resistance to Corrosion
A. simply supported
B. continuous
C. cantilever
D. fixed
A. Aggregate
B. Binder
C. Aggravate
D. Diluter
A. Surveying
B. Assessing
C. Estimating
D. Prospecting
A. Siesmic load
B. Richter load
C. Unstable load
D. Compression load
A. surveying
B. plotting
C. ground analysis
D. charting
A. Elastic properties
B. Temperature stresses
C. (All of these)
D. Factor of safety
A. churning
B. hydration
C. silica treatment
D. melting
A. Top Connection
B. Pin Connection
C. Fixed Connection
D. Welded Connection
A. concrete
B. lime cement
C. asbestos
D. wood
A. Soil engineering
B. Soil Surveying
C. Soil mechanics
D. Soil evaluations and calculations
A. 4
B. 2
C. 3
D. 1
A. Evaporation
B. Waterology
C. Water flow
D. Hydrology
A. False
B. True
A. Dead load
B. Environmental load
C. Service load
D. Live load
A. casted
B. poured
A. grout
B. coal ash
C. calcium
D. fly ash
A. limit state
B. beam coefficient
C. elastic limit
A. balanced-reinforced beam
B. under-reinforced beam
C. over-reinforced beam
A. Stability
B. Serviceability
A. Determines the sizing and spacing of beam and slab construction
B. Determines how many levels a structure can support
C. Determines how large a structure can be
D. Determines the strength of reinforced concrete
A. sand
B. clay
C. concrete
A. Load bearing capacity
B. Moisture absorption rate
C. Long term cost
D. Thermal storage capacity
A. water-table analysis
B. hydrogeology
A. Tensile force
B. Compression force
C. Gravity
D. Fracturing
A. Long lasting materials
B. Green materials
C. Grey materials
D. Low cost materials
A. Dirt
B. Ground
C. Soil
D. Earth
A. Z shaped cross section
B. L shaped cross section
C. I shaped cross-section
D. V shaped cross-section
A. rebar
B. limestone
C. blended cement
D. coarse aggregate
A. Sheepfoot roller
B. Foot traffic
C. Rolling pin
D. Backhoe
A. curing
B. blasting
C. aggregation
D. calcination
A. 3.5
B. 0.5
C. 1.7
D. 0.01
A. suspension bridge
B. beam bridge
C. arch bridge
D. truss bridge
A. wetland farming
B. dryland farming
A. The building cost estimate
B. The building foundation
C. Real estate aqcuisition
D. Construction estimates
A. center-pivot irrigation
B. secondary soil irrigation
C. localized irrigation
D. sub-irrigation
A. Massometer
B. Universal Scale
C. Specific Gravity Bench
D. Richter Scale
A. Stone
B. Granite
C. Engineered wood
D. Iron
A. It is not cracked and has strength
B. It is cracked and has no strength
A. 1000 pounds per square inch
B. 50000 pounds per square inch
C. 36000 pounds per square inch
D. 2200 pounds per square inch
A. all the above
B. strength
C. the stability of structure
D. workability
A. altimeter
B. GPS
C. theodolite
D. total station
A. solid
B. plastic
C. granular
D. semi-solid
A. surface irrigation
B. sub-surface irrigation
A. slab stabilization
B. transverse patching
C. erosion dam
D. concrete rebalancing
A. Heating drying strengthening
B. Watering
A. False
B. True
A. permissibility point
B. ultimate limit state
C. load limit index
D. failure state limit
A. pore water pressure
B. shear strain
C. irregular stress
D. relative density
A. Wind load
B. Erosion
C. Building capacity
D. Concrete shrinkage
A. Geotechnical measuring devices
B. Geodetic measuring devices
A. Wide Span Building
B. Wide Styled Construction
C. Open Styled Construction
D. Clear Span Building
A. The soaked soil method
B. The runoff curve number method
C. The rainwater capture method
D. The soil saturation method
A. Ice
B. Wind
C. Water
D. Gravity
A. gap graded
B. well graded
C. uniformly graded
A. 80%
B. 75%
C. above 50%
D. 100%
A. Walls and ceilings
B. Load distribution
C. Energy conservation
D. Space planning
A. Earth distance measurement
B. Estimated distance measurement
C. Electromagnetic distance measurement
D. Elevation distance measurement
A. Pounds per square inch
B. Reinforced strength
C. Load bearing
D. Yield strength
A. acceleration of hardening process
B. anticorrosion
C. slowing down of hardening process
D. strengthening of reinforced concrete
A. dumpy level
B. prism
C. barometer
D. theodolite
A. velocity of flow
B. difference in pressure
C. pressure
D. none of these.
E. stream line
A. The PI is the difference between the plastic limit and the liquid limit (PI = PL - LL)
B. The PI is the sum of the liquid limit and the plastic limit (PI = LL+PL)
C. The PI is the ratio of the liquid limit to the plastic limit (PI = LL/ PL)
D. The PI is the difference between the liquid limit and the plastic limit (PI = LL-PL)
A. alumina
B. lime
C. silica
D. ash
A. fine aggregates
B. large aggregates
C. admixture
D. chemical binder
A. effective stress
B. static soil force
C. particle rigidity
D. soil mechanics
A. Surveying existing roads or bridges.
B. Surveying from a non-stationary position
C. Using a transit tool for surveying.
D. Surveying locations for roads or bridges.
A. It decreases
B. It increases
C. It remains the same
A. The more anodic metal
B. The more cathodic metal
C. The galvanized metal
D. The weaker metal
A. Rainwater cycle
B. Groundwater drainage
C. Water table cycle
D. Groundwater recharge
A. Lap joints
B. Jack beams
C. Embedded brackets
A. The building exterior walls
B. The building perimeter
C. The building envelope
D. Insulation
A. structural load analysis
B. deformation survey
C. durability survey
D. dimensional survey
A. Increased downstream flooding
B. Increased fish populations
C. Increased saltwater intrusion
D. Increased wetland areas
A. Phase change materials
B. Cool temperature materials
C. Porous materials
D. Green materials
A. Building Impact Analysis
B. Green Estimation
C. Sustainable Material Analysis
D. Life Cycle Assessment
A. 120 minutes
B. 60 minutes
C. 30 minutes
D. 90 minutes
A. Soil load
B. Pounds per square inch
C. Gravity weight
D. Geostatic stress
A. Troweling
B. Curing
C. Floating
D. Screeding
A. saddle dam
B. Weir
C. check dam
D. wing dam
A. The flow ratio
B. The rheological property
C. The pour point
D. The static property
A. rain gauge
B. disdrometer
C. hydrometer
A. half brick
B. bat
C. bed
D. closer
A. directly proportional to the cube of its length
B. none of these
C. inversely proportional to its width
D. inversely proportional to the cube of its depth
E. directly proportional to its weight
A. force / bearing strength of rivet
B. force – bearing strength of rivet
C. force / rivet value
D. force – rivet value
A. 40%
B. 70%
C. 90%
D. 100%
A. Grade SW
B. Grade MW
C. Grade NW