Bonus Quiz-1: Building Structures
This quiz includes questions based on my readings of the book: Building Structures James Ambrose and Patrick Tripeny John Wiley & Sons, 3rd edition, 2012, which is highlighted in Ncarb ARE 5.0 Handbook – PDD Section. The book will be referred as Building Structures in the feedback.
Study tip-1: These questions do not cover every topic discussed in the book and cannot be replaced with reading the book on your own. I recommend reading the book first and using these questions as a recap of the information.
Study tip-2: If you are studying for only PPD, you may still want to review this quiz but focus more on conceptual questions, rather than more detailed ones.
Study tip-3: These questions may be much harder than the ones you see in the PDD exam. Please do not focus on to solve them correctly, rather use them as “study tools”. Which means review the concepts behind the question and hopefully in the exam when you get a question from the same topic, you can answer it correctly.
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Question 1 of 27
1. Question
What is the safety factor of a building that is designed to carry 120,000 lb before collapsing and required to carry 75,000 lb?
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Question 2 of 27
2. Question
In the wood tongue-and-groove joint shown below, what is the total shear load capacity of the joint per running foot of the joint length, if the width of the tongue at its base is equal to 0.15 in. and the maximum unit stress is limited to 90 psi?
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Question 3 of 27
3. Question
Which of the following is the correct definition of the modulus of elasticity?
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Question 4 of 27
4. Question
A rectangular beam with 4 in. width and 6 in. depth sustains a shear force of 4 kips. What is the horizontal shearing stress at any section, if the statical moment (Q) is 32 in.3 ? (Moment of Inertia (I) = bd3 /12, b=width and d=depth)
*Refer to ARE 5.0 Handbook/References for formulas available while testing
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psi. Round the nearest whole number
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Question 5 of 27
5. Question
If the wall given above is in static equilibrium (not tipping over), what is the length (L) of the wall?
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Question 6 of 27
6. Question
Match the given rectangular cross section sizes to the different types of structural lumbers accordingly. (Drag & drop the given options accordingly)
Sort elements
- Dimension Lumber
- Beams and Stringers
- Post & Timbers
- Decking
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2 in. to 4 in. in thickness and minimum 2 in. width
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5 in. or more in thickness with width being minimum 2in. greater than the thickness
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Square cross section with 5 in. by 5 in. with width being maximum 2 in. more than the thickness.
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2 to 4 in thick and minimum 4in or wider.
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Question 7 of 27
7. Question
Select the advantages of glued-laminated structural members. Check the three that apply.
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Question 8 of 27
8. Question
Which of the following structural element is used in similar manners to wood joists in floors?
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Question 9 of 27
9. Question
Which of the following is the condition that explains the balance in a structure between of the loads and reactive forces within the structure?
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Question 10 of 27
10. Question
Which of the following options would strengthen the stud walls, if vertical loads are high or bending is great? Check the three that apply.
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Question 11 of 27
11. Question
Which of the following is the structural member that is typically used where wood-framed floor deck is being attached to masonry wall?
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Question 12 of 27
12. Question
What is the value of the maximum bending moment of a simple beam with a span of 14 ft that supports a single concentrated load of 20 kips at its center?
*Refer to ARE 5.0 Handbook/References for formulas available while testing. Or, beam design formulas with moment and shear diagrams.
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Question 13 of 27
13. Question
Which of the following soil issues are more likely to happen, when a significant and unusual rainfall happens in a normally dry and hot climate? Check the three that apply.
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Question 14 of 27
14. Question
Select the main reasons behind the issue “differential settlements”. Check the three that apply.
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Question 15 of 27
15. Question
Considering the common construction practices, drag and drop the given construction types/materials across to the given column-footing attachment tools (methods) accordingly.
Sort elements
- Reinforced concrete or masonry element
- Unreinforced masonry pier or wall
- Wood, metal, and precast concrete elements
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Dowels
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Keyed Connection
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Anchor bolts
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Question 16 of 27
16. Question
Drag and drop the the given terminology regarding the deep foundation types, across the given definitions accordingly.
Sort elements
- Friction Piles
- Piers or Caissons
- Belled Piers
- End-Bearing Piles
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This deep foundation type is achieved by nailing timber, steel, or precast concrete into the ground. The resistance that is developed against the inserting and the measured effort to push the pile further specifies the load-carrying capacity.
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This type of deep foundation is achieved by excavating the ground until where the soil conditions are more desired and filling it back with concrete.
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When reaching the desired ground condition to place the foundation on is impossible, this foundation with an enlarged end is preferred to increase the surface area of the supporting end.
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This deep foundation type is achieved by nailing timber, steel, or precast concrete into the ground until it reaches to highly resistive soil stratum or in rock. The load bearing potential is dependent on the strength of the ground as well as the friction.
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Question 17 of 27
17. Question
Select all possible sources for lateral loads on buildings. Check the four that apply.
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Question 18 of 27
18. Question
In which of the following building descriptions, the stability against lateral forces is achieved by the basic form of the structure itself?
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Question 19 of 27
19. Question
Which of the following is a common problem encountered in developing lateral resistance with wood-light frame structures?
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Question 20 of 27
20. Question
What is the main reason of the X-shaped crack patterns, which usually takes place on masonry, concrete, and stucco-finish building walls under frequent seismic activity?
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Question 21 of 27
21. Question
If a ten story building is under intense seismic activity, which of the following building equipment or component would be displaced/ slip away the furthest if they are not properly secured to the building?
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Question 22 of 27
22. Question
Which of the following is not an effect of wind?
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Question 23 of 27
23. Question
Dead weight of the building construction is generally a/an/ …………… in wind design because of its stabilizing effect in resisting uplift, overturn, sliding, and vibration or flutter.
Fill in the blank with one of the given options:
- advantage
- disadvantage
- irrelevant
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Question 24 of 27
24. Question
Which of the following material provides the strongest form of construction for shear walls?
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Question 25 of 27
25. Question
Which of the following shear wall structure is the most flexible?
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Question 26 of 27
26. Question
Which type of masonry is the weakest against seismic forces?
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Question 27 of 27
27. Question
Which of the following architectural design decisions would have negative effect on the lateral load response of the building? Check the two that apply.
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