Building Structures & Geotechnics: Exam Solutions 2009-2010
ITEM 1: Mechanics
Question 11: Product of Area and Squared Distance
Answer: Moment of Inertia
Question 12: Support Type – Vertical Movement
Answer: Joint Field
Question 13: Zero Tension Graphical Representation
Answer: Neutral Fiber
Question 14: Balancing External Forces
Answer: Reactions
Question 15: Internal Stress from Slippage
Answer: Shear Stress
Question 16: Axial Stiffness Coefficient Formulation
Answer: Kn = EA / L
Question 17: Independent Load Analysis
Answer: Principle of Superposition
Question 18: Solid Sections – Deformation
Answer: Law of Navier / Bernoulli
Question 19: Cross-Section with Only Bending Moment
Answer: Pure Bending
Question 20: Relationship – Poisson’s Ratio, Modulus of Elasticity
Answer: Hooke’s Law
ITEM 4: Actions in Buildings
Question 11: Partition Load Classification
Answer: Permanent load (weight)
Question 12: Load Types in Building Code
Answer: Permanent Loads – Variables – Accidental
Question 13: Housing Partition Load
Answer: 1kN per m2 of floor area
Question 14: Residential Overload (kN/m2)
Answer: 2kN/m2
Question 15: Snow Load on Flat Roofs (<1000m Altitude)
Answer: 1kN/m2
ITEM 6: Wood Structures
Question 11: Bending Stress Index
Answer: (To be answered based on specific context)
Question 12: Wood vs. Steel Resistance
Answer: 3 to 4 times more resistant
Question 13: Wood vs. Concrete Resistance
Answer: 3 times stronger
Question 14: Wood vs. Steel Longitudinal Modulus
Answer: 30 times lower
Question 15: Modulus Coefficient ‘K’ Usage
Answer: Values for calculating the strength of wood
Question 16: Wood Decay Organisms
Answer: Rot fungi, insects and insect larvae (social cycle)
Question 17: Data for Wood Reception Identification
Answer:
- Name and address of the supplier.
- Name and address of the factory or mill.
- Delivery date.
- Quantity supplied.
- Distinctive quality.
- In Timber:
- Species and strength class.
- Nominal Dimensions.
- Moisture content.
- Check general appearance and condition of supply.
- Verification (sawn wood) of the space, strength class (Annex C of DB SE-Wood), dimensional tolerances (UNE EN 336 in conifer) and moisture content (less than or equal to 20%).
Question 18: Wood Placement Considerations
Answer: Exposure to moisture, soil, weather, construction detail (accumulation of water)
Question 19: Advantages of Vent Walls with Wood Structures
Answer: Reducing the humidity below 20%.
Question 20: Characteristics of Wood Reinforcement
Answer: Type of material used (wood-wood, concrete-wood, chemical-wood, steel-wood). Check the increase in rigidity and resistance achieved.
ITEM 7: Construction Control
Question 11: Objective of Execution Control
Answer: To verify that construction processes are organized and developed to ensure conformity to the project.
Question 12: Shallow Foundation Checks
Answer:
- Precautions to avoid damage to adjoining structures.
- Compaction of the supporting soil.
- Steps taken for water elimination.
- Concrete pouring cleanliness and thickness.
Question 13: Maximum Time for Ready-Mixed Concrete Acceptance
Answer: 90 minutes
Question 14: Definition of Collection
Answer: Amount of material or product stored together after entry into the work until final use.
Question 15: Aspects Covered by Monitoring Program
Answer:
- Identification of products and processes of control, defining lots and inspection units.
- Provision of material and human resources.
- Scheduling of control.
- Designation of the person responsible for taking samples.
- Control system documentation.
ITEM 11: Geotechnics
Question 16: Expansive Soils Classification
Answer: T-3. Unfavorable Land
Question 17: Grain Size of Gravel, Sand, Silt, and Clay
Answer:
- Gravel: 2 – 60mm
- Sand: 0.06 – 2mm
- Silt: 0.002 to 0.06 mm
- Clay: <0.002 mm
Question 18: Slate, Gneiss, Schist, Quartzite, and Marble Classification
Answer: Metamorphic Rocks
Question 19: Minerals Found in Expansive Soils
Answer: Kaolinite, illite, montmorillonite, and vermiculite
Question 20: Definition of Water Table
Answer: The subsurface boundary that separates unsaturated soil above from saturated soil below.
Question 21: Usage of Beam Centering
Answer: To resist applied moments in columns and distribute loads on the ground in isolated footings.
Question 22: Equivalent Diameter Calculation for Concrete-Screen Piles
Answer: When performing bearing capacity calculation by end.
Question 23: Diameter of Micro-piles
Answer: Between 114 and 220mm, but can be higher than 300mm.
Question 24: Rigid Zapata Definition
Answer: A Zapata with a flight (v) in the main direction larger than or equal to two times its song (h).
Question 25: Usage of In Situ Concrete Piles (0.45 – 1.00m Diameter)
Answer: When bracing exists in two orthogonal principal directions and ensures pile integrity.