Question 1 of 60 Fundamentals: Stress/Strain, Torsion/Flexure, Beam & Frame Analysis
The centroid (centre of gravity) of a structural cross-section is significant because it:
A Determines the material's colour
B Locates the neutral axis of the section, essential to bending analysis
C Has no relevance to structural design
D Only applies to circular sections
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Question 2 of 60 Fundamentals: Stress/Strain, Torsion/Flexure, Beam & Frame Analysis
A cross-section with material distributed farther from its neutral axis (e.g. an I-section) has:
A Lower moment of inertia and lower bending stiffness
B Higher moment of inertia and greater bending stiffness for the same material quantity
C No moment of inertia at all
D The same bending stiffness as a solid rectangular section of equal area regardless of shape
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Question 3 of 60 Fundamentals: Stress/Strain, Torsion/Flexure, Beam & Frame Analysis
Strain, as a mechanical property, is best defined as:
A The internal force per unit area within a material
B The deformation (change in dimension) per unit original dimension resulting from applied stress
C A twisting moment applied to a member
D The bending moment at mid-span of a beam
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Question 4 of 60 Fundamentals: Stress/Strain, Torsion/Flexure, Beam & Frame Analysis
Hooke's Law describes the relationship between:
A Bending moment and shear force
B Stress and strain, within the elastic limit
C Centre of gravity and moment of inertia
D Torsion and flexure only
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Question 5 of 60 Fundamentals: Stress/Strain, Torsion/Flexure, Beam & Frame Analysis
In the theory of torsion, the shear stress induced by a twisting moment (torque) in a circular section is:
A Uniform across the entire cross-section
B Maximum at the outer surface and varies across the cross-section
C Zero everywhere in the section
D Only present at the centroid of the section
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Question 6 of 60 Fundamentals: Stress/Strain, Torsion/Flexure, Beam & Frame Analysis
According to the theory of flexure, at the neutral axis of a beam subjected to pure bending, the bending stress is:
A Maximum tensile
B Maximum compressive
C Zero
D Equal to the applied bending moment
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Question 7 of 60 Fundamentals: Stress/Strain, Torsion/Flexure, Beam & Frame Analysis
For a simply supported beam under a uniformly distributed load, the maximum bending moment typically occurs:
A At the supports
B At mid-span
C At the extreme ends only
D Bending moment is zero throughout
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Question 8 of 60 Fundamentals: Stress/Strain, Torsion/Flexure, Beam & Frame Analysis
Shear force in a simply supported beam under a uniformly distributed load is typically maximum:
A At mid-span
B Near the supports
C Nowhere; shear force is constant throughout
D Only at the neutral axis
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Question 9 of 60 Fundamentals: Stress/Strain, Torsion/Flexure, Beam & Frame Analysis
Deflection of a structural member must be limited primarily to avoid:
A Increasing the member's moment of inertia
B Visible sagging, cracking of finishes, and other serviceability problems
C Any change in the material's stress-strain relationship
D Reducing the applied bending moment
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Question 10 of 60 Fundamentals: Stress/Strain, Torsion/Flexure, Beam & Frame Analysis
Bending moment and shear force diagrams (BMD/SFD) are primarily used to: for design/sizing
A Select a colour scheme for the building
B Graphically represent how internal bending moment and shear force vary along a member, forming the basis
C Calculate only the building's total floor area
D Determine the site's zoning classification
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Question 11 of 60 Steel and Basic R.C.C. Structural Design
In truss design, individual triangulated members are assumed to carry primarily:
A Bending moment only
B Pure axial (tension or compression) force
C Torsional force only
D Shear force distributed uniformly along their length
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Question 12 of 60 Steel and Basic R.C.C. Structural Design
A steel compression member in a truss is typically governed by which design criterion?
A Tensile yield strength only
B Buckling
C Shear stress only
D Torsional stiffness only
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Question 13 of 60 Steel and Basic R.C.C. Structural Design
An R.C.C. beam's main longitudinal reinforcement is primarily sized to resist:
A Axial compressive load only
B The bending moment (flexure) acting on the beam
C Torsional moment exclusively
D Only the beam's self-weight, ignoring applied loads
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Question 14 of 60 Steel and Basic R.C.C. Structural Design
A one-way R.C.C. slab is characterized by a length-to-breadth ratio that is:
A Less than 2, with reinforcement running in both directions equally
B Greater than 2, with main reinforcement running in the shorter (spanning) direction
C Exactly equal to 1 in all cases
D Irrelevant to the slab's structural behaviour
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Question 15 of 60 Steel and Basic R.C.C. Structural Design
A two-way R.C.C. slab differs from a one-way slab in that it:
A Spans in only one direction, like a one-way slab
B Spans in both orthogonal directions, with reinforcement provided in both directions
C Requires no reinforcement in either direction
D Can only be used for isolated column footings
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Question 16 of 60 Steel and Basic R.C.C. Structural Design
R.C.C. columns are primarily designed to resist:
A Only shear force with no axial load
B Axial compressive load, often combined with bending moment
C Only torsional moment
D Only the weight of the roof, ignoring floor loads
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Question 17 of 60 Steel and Basic R.C.C. Structural Design
Lateral ties or spirals in an R.C.C. column primarily serve to:
A Resist the primary axial compressive load directly
B Confine the concrete core and restrain longitudinal reinforcement bars against buckling
C Replace the need for any longitudinal reinforcement
D Determine the column's exterior finish
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Question 18 of 60 Steel and Basic R.C.C. Structural Design
An isolated column footing's plan area is primarily sized to ensure:
A The footing's own self-weight is maximized
B The soil pressure beneath the footing does not exceed the safe bearing capacity
C The footing requires no reinforcement at all
D The footing matches the exact plan shape of the column above with no enlargement
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Question 19 of 60 Steel and Basic R.C.C. Structural Design
Reinforcement detailing information such as development/lap length and bend/hook details is essential to ensure:
A The reinforcement bars are purely decorative
B The reinforcement is adequately anchored and performs its intended structural function
C The concrete requires no curing
D The building's colour scheme is finalized
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Question 20 of 60 Steel and Basic R.C.C. Structural Design
Minimum concrete cover to reinforcement is specified primarily to:
A Reduce the structural strength of the member intentionally
B Protect the reinforcement from corrosion and provide adequate fire resistance
C Eliminate the need for any curing of the concrete
D Increase the member's susceptibility to buckling
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Question 21 of 60 Surveying, Estimating, Costing and Specification
The primary purpose of surveying is to: layout
A Determine only the cost of a construction project
B Determine the relative position of points on/near the earth's surface for mapping, planning, and construction
C Select the appropriate colour scheme for a building
D Calculate only the electrical load of a building
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Question 22 of 60 Surveying, Estimating, Costing and Specification
A cadastral survey is specifically concerned with:
A Natural and artificial features and relief of the land
B Property boundaries
C Route alignment for a road or canal
D Only the vertical elevation of points
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Question 23 of 60 Surveying, Estimating, Costing and Specification
Levelling, as a surveying operation, is primarily used to determine:
A Horizontal property boundaries only
B The relative height (elevation) of points, relative to a benchmark
C The angular bearing between two points
D The total area of an irregular plot of land
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Question 24 of 60 Surveying, Estimating, Costing and Specification
Simpson's rule, in surveying, is used to calculate:
A The volume of cut and fill only
B The area of an irregular boundary from field measurements
C The cost per unit of a construction item
D The bearing capacity of soil
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Question 25 of 60 Surveying, Estimating, Costing and Specification
The prismoidal method in earthwork calculation is used to determine:
A The area of a rectangular plot only
B The volume of cut and fill (earthwork)
C The rate analysis for a construction item
D The specification for a finishing material
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Question 26 of 60 Surveying, Estimating, Costing and Specification
An approximate/preliminary estimate (using the plinth area or cubic content method) is primarily used for:
A Final, precise contract payment certification
B Early-stage budgeting before detailed design is complete
C Detailed item-wise reinforcement detailing
D Specifying the exact finishing material colour
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Question 27 of 60 Surveying, Estimating, Costing and Specification
Rate analysis for a construction item systematically accounts for:
A Only the labour cost, ignoring all other factors
B Material, labour, equipment/machinery, overhead, and profit costs
C Only the client's personal budget preference
D Only the site's zoning classification
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Question 28 of 60 Surveying, Estimating, Costing and Specification
A Bill of Quantities (BOQ) is primarily used for:
A Determining the building's structural design loads
B Tendering, contract administration, and payment certification
C Selecting the site's soil investigation method
D Preparing a bubble diagram for concept design
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Question 29 of 60 Surveying, Estimating, Costing and Specification
A general specification, as distinct from a detailed/particular specification, provides:
A An item-by-item description with exact quantities for each component
B A broad description of materials/workmanship standards for the project as a whole, without exact quantities
C No information about materials at all
D Only the project's final cost
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Question 30 of 60 Surveying, Estimating, Costing and Specification
A key purpose of well-prepared specifications, alongside describing quality/workmanship, is to:
A Eliminate the need for any construction drawings
B Serve as a reference for quality control/inspection and dispute resolution during construction
C Replace the need for a cost estimate entirely
D Determine only the site's legal ownership status
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Question 31 of 60 Basic Concepts of Climatology
A solar chart (sun-path diagram) is primarily used in architectural design to: latitude
A Calculate a building's structural load
B Analyse shading/solar access by plotting the sun's altitude and azimuth across the year/day for a given
C Determine the site's soil bearing capacity
D Select the exterior paint colour scheme
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Question 32 of 60 Basic Concepts of Climatology
Solar altitude refers to:
A The horizontal angle of the sun measured from true north
B The vertical angle of the sun above the horizon
C The orientation angle of a wall relative to true north
D The reflectivity of a building surface
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Question 33 of 60 Basic Concepts of Climatology
Wall azimuth, used together with solar azimuth, helps determine:
A The structural load on a wall
B The angle of incidence of sunlight on a given facade
C The moment of inertia of a beam
D The rate analysis for a construction item
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Question 34 of 60 Basic Concepts of Climatology
Shadow angles derived from solar geometry are primarily used to design:
A Structural steel connections
B Shading devices (overhangs, fins) that block unwanted solar gain while admitting daylight
C The building's electrical load schedule
D The site's drainage layout
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Question 35 of 60 Basic Concepts of Climatology
A dark, rough building surface generally has:
A Higher reflectivity and lower absorptivity
B Higher absorptivity, absorbing more solar radiation as heat
C No absorptivity or reflectivity at all
D The same thermal behaviour as a light, glossy surface
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Question 36 of 60 Basic Concepts of Climatology
Heat transfer through a solid building wall, from the warmer to cooler face, primarily occurs by:
A Radiation only, with no conduction involved
B Conduction
C Evaporation
D Only convection, with no conduction at all
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Question 37 of 60 Basic Concepts of Climatology
Emissivity, as a thermal property of a surface, refers to its:
A Structural load-bearing capacity
B Effectiveness in emitting thermal (infrared) radiation, relative to an ideal black body
C Ability to reflect visible light only
D Resistance to moisture absorption
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Question 38 of 60 Basic Concepts of Climatology
Which of the following is a thermal control technique using heavy materials to moderate indoor temperature swings?
A Cross-ventilation
B Thermal mass
C Reflective surface finishes only
D Shading devices only
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Question 39 of 60 Basic Concepts of Climatology
Cross-ventilation and stack ventilation, as thermal control techniques, primarily function to:
A Increase a building's solar heat gain
B Remove excess heat from indoor spaces through air movement
C Replace the need for any shading devices under all circumstances
D Reduce the building's daylighting levels only
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Question 40 of 60 Basic Concepts of Climatology
Appropriate building orientation and form, as a thermal control technique, is primarily used to:
A Maximize unwanted solar exposure on all facades equally
B Minimize unwanted solar exposure while allowing beneficial daylighting/passive heating where appropriate
C Eliminate the need for any structural design
D Determine the site's legal zoning classification
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Question 41 of 60 Lighting and Acoustics
Daylight factor, as a daylighting design metric, expresses:
A The total electrical lighting load of a building
B Interior illuminance as a percentage of simultaneous outdoor illuminance under an overcast sky
C The reverberation time of a hall
D The colour rendering index of a light source
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Question 42 of 60 Lighting and Acoustics
Illuminance, as a lighting design quantity, is measured in:
A Decibels
B Lux
C Degrees Celsius
D Pascals
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Question 43 of 60 Lighting and Acoustics
The lumen method, as a basic artificial lighting calculation approach, relates: average illuminance
A Only the building's structural load to its foundation design
B The number and output of luminaires, room dimensions, and utilization/maintenance factors to resulting
C Only the reverberation time of a room to its volume
D Only the site's solar azimuth to its wall orientation
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Question 44 of 60 Lighting and Acoustics
Glare control in lighting design primarily addresses:
A The building's structural strength
B Excessive brightness contrast or direct view of light sources, which can cause visual discomfort
C The reverberation time of an adjacent hall
D The thermal insulation value of a wall
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Question 45 of 60 Lighting and Acoustics
Colour rendering, as a lighting quality consideration, refers to:
A How accurately a light source reveals the true colours of objects
B The total wattage consumed by a luminaire
C The physical colour of the light fixture itself
D The reverberation time of the space
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Question 46 of 60 Lighting and Acoustics
Reverberation time in a hall should generally be:
A Identical for every type of hall regardless of use
B Tuned to the hall's function โ shorter for speech clarity, longer acceptable for music
C As long as possible in all cases
D Irrelevant to the hall's acoustic design
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Question 47 of 60 Lighting and Acoustics
Sound absorption, as an acoustic design strategy, primarily involves:
A Increasing the mass of partition walls to block sound transmission between rooms
B Using absorptive materials/finishes to reduce reverberation and control reflected sound within a space
C Sealing all air gaps to prevent airborne sound transmission between spaces
D Constructing a floating floor to prevent impact sound transmission
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Question 48 of 60 Lighting and Acoustics
Sound insulation, as distinct from sound absorption, primarily aims to:
A Reduce reverberation time within a single room
B Prevent the transmission of sound between separate spaces
C Increase the reflectivity of interior wall surfaces
D Improve the daylight factor of a room
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Question 49 of 60 Lighting and Acoustics
Echo or flutter echo in a hall is typically caused by:
A Excessive sound absorption throughout the space
B Parallel reflective surfaces causing repeated sound reflections
C Adequate reverberation time tuned to the hall's use
D A well-designed, evenly distributed sound field
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Question 50 of 60 Lighting and Acoustics
Even sound distribution, avoiding dead spots or sound focusing, is an important factor in:
A Structural steel connection design
B Good acoustic design of a hall
C Solar shading device design
D Rate analysis for construction estimating
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Question 51 of 60 Passive Methods of Energy Conservation
Passive design for energy conservation begins primarily with:
A Installing the largest possible mechanical HVAC system
B Understanding the local climate and responding through orientation, form, envelope, and site planning
C Ignoring solar exposure and wind pattern entirely
D Applying an identical design solution regardless of climatic region
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Question 52 of 60 Passive Methods of Energy Conservation
In a high-altitude mountain climate, a compact building form with a minimized exposed surface area is favoured primarily to:
A Maximize heat loss to the cold exterior
B Reduce heat loss by minimizing the building's exposed surface area relative to its volume
C Increase the building's exposure to wind-driven rain
D Provide the largest possible window openings on all facades
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Question 53 of 60 Passive Methods of Energy Conservation
Thick thermal-mass walls with small window openings are a passive design strategy particularly suited to which climatic region?
A Terai (hot, humid plains)
B Mountain (cold, high-altitude)
C Only coastal regions
D Regions with no climatic variation at all
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Question 54 of 60 Passive Methods of Energy Conservation
In the Terai region's hot, humid climate, a key passive design strategy is:
A Minimizing all ventilation to retain heat
B Maximizing cross/stack ventilation for cooling and air quality
C Using thick, heavy thermal-mass walls with small openings, as in mountain regions
D Eliminating all roof overhangs
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Question 55 of 60 Passive Methods of Energy Conservation
Raised plinths in Terai vernacular/passive design serve which combined purpose?
A Only decorative height with no functional benefit
B Flood protection and improved airflow beneath the floor
C Maximizing exposure to cold winter winds
D Reducing the building's total floor area
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Question 56 of 60 Passive Methods of Energy Conservation
Appropriately pitched roofs in mountain-region passive design are particularly important for:
A Maximizing solar heat absorption on the roof surface only
B Shedding snow load effectively
C Eliminating the need for any wall insulation
D Reducing the building's south-facing solar exposure
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Question 57 of 60 Passive Methods of Energy Conservation
In the hill region, a key passive design consideration is balancing solar access with:
A Complete elimination of all rainfall protection
B Rain protection, through adequate roof overhangs
C Maximizing exposed thermal mass with no insulation
D Eliminating any use of verandahs or covered outdoor space
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Question 58 of 60 Passive Methods of Energy Conservation
Passive design solutions are generally prioritized before active mechanical systems primarily because they:
A Always cost more to install than mechanical systems
B Reduce or eliminate ongoing energy consumption and operating cost while often improving comfort/resilience
C Provide no benefit to occupant comfort at all
D Are only applicable to industrial buildings
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Question 59 of 60 Passive Methods of Energy Conservation
An effective passive design response is best characterized as one that:
A Addresses only orientation, while ignoring shading and ventilation entirely
B Integrates orientation, form, envelope, shading, and ventilation strategies together
C Relies exclusively on a single strategy such as insulation, with no other consideration
D Is identical regardless of the specific climatic region
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Question 60 of 60 Passive Methods of Energy Conservation
Wide verandahs and deep roof overhangs are a passive design solution particularly associated with which climatic region, addressing both shading and rain protection?
A Mountain (high-altitude, cold)
B Terai (hot, humid plains)
C Regions with no rainfall at all
D Only regions with no solar exposure
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