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NCARB Project-Planning-Design Well Prep - Exam Project-Planning-Design Practice

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NCARB ARE 5.0 Project Planning & Design (PPD) Sample Questions (Q66-Q71):

NEW QUESTION # 66
Refer to the exhibit (louvered sunscreen cantilevered with beam). Assume the cantilevered beam is weightless.

Which of the following is the moment diagram?

A. A
B. C
C. D
D. B

Answer: B

Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
For a cantilevered beam loaded uniformly (such as a louvered sunscreen), the bending moment diagram is characterized by:
Maximum negative moment (hogging moment) at the fixed support (where the beam is anchored to the building). This is a large negative moment because the beam is fixed and resists rotation.
The moment decreases linearly to zero at the free end of the cantilever.
Diagram C shows this pattern with maximum moment at the support tapering to zero at the free end, consistent with static beam theory.
Other diagrams show positive moments or incorrect distributions.
This is a standard result taught in structural mechanics and referenced in ARE guidelines related to structural systems.
References:
ARE 5.0 PPD - Environmental Conditions and Context, Structural Systems
The Architect's Handbook of Professional Practice, 15th Edition - Structural Analysis

NEW QUESTION # 67
Which strategy enhances passive solar residential design in the northern hemisphere?

A. Installing an electric baseboard heating system
B. Locating deciduous trees along the south side of the house
C. Reducing heat storage capacity
D. Eliminating insulated glazing along the northern walls

Answer: B

Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
Passive solar design in the northern hemisphere relies on maximizing solar gain during the winter while minimizing overheating during summer.
Deciduous trees located on the south side provide shade during the summer (when they have leaves), reducing cooling loads, and allow sunlight to penetrate in the winter after leaf fall, enhancing solar heat gain. This seasonal shading improves comfort and energy efficiency.
Eliminating insulated glazing on the north walls (B) increases heat loss, which is undesirable in cold climates.
Reducing heat storage capacity (C) lowers the building's thermal mass, decreasing its ability to moderate temperature swings, which is counterproductive.
Installing electric baseboard heating (D) is a mechanical solution and does not enhance passive solar design.
Therefore, option A is the best strategy consistent with passive solar principles.
References:
ARE 5.0 PPD - Environmental Conditions and Context, Passive Solar Design The Architect's Handbook of Professional Practice, 15th Edition - Sustainable Design Strategies

NEW QUESTION # 68
Refer to the exhibit (urban commercial site sketch).

In the urban commercial site shown in the sketch, which is the most convenient location for a truck entrance and exit from the site?

A. A
B. C
C. D
D. B

Answer: B

Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
When planning truck entrances and exits on an urban commercial site, several key factors are considered:
traffic flow, safety, convenience, and minimizing interference with customer parking and pedestrian areas.
* Option C is located on a one-way street that allows trucks to enter or exit smoothly without conflicting with two-way traffic or customer parking. Since the street next to point C is one-way with traffic moving away from the intersection, trucks exiting at C can merge safely and efficiently into traffic.
* Option A is adjacent to customer parking, and a truck entrance here would interfere with customer access and create safety hazards.
* Option B is positioned near a traffic light on a two-way street, which may complicate truck maneuvering and increase congestion at the intersection.
* Option D is on a two-way street and near an intersection, which could disrupt traffic flow and cause potential safety conflicts with turning vehicles and pedestrians.
NCARB's ARE 5.0 PPD content emphasizes locating service and delivery entrances away from customer areas and at points that allow safe, efficient truck access without disrupting primary pedestrian and vehicle circulation.
References:
ARE 5.0 Project Planning & Design Content Outline: Project Integration of Program and Systems - Site Planning and Vehicular Circulation The Architect's Handbook of Professional Practice, 15th Edition, Chapter 7: Site Design and Vehicle Circulation NCARB PPD Study Guide: Urban Site Planning and Circulation
________________________________________

NEW QUESTION # 69

Refer to the exhibit (photo showing diagonal cracks in a wall).
The structural damage evident in the photograph illustrates a classic example of failure due to which of the following?

A. In-plane shear
B. Excessive diaphragm flexure
C. Overturning

Answer: A

Explanation:
Comprehensive and Detailed Explanation From Exact Extract:
The diagonal cracking pattern seen in the photo is characteristic of in-plane shear failure in structural walls or diaphragms. In-plane shear occurs when lateral forces (such as seismic or wind loads) act parallel to the plane of the wall, causing it to deform in shear. This results in diagonal tension cracks typically forming at roughly
45 degrees, as shown in the image.
Overturning (Option A) refers to the rotation of a wall or structural element about its base or a pivot point due to lateral forces. Overturning typically causes tension cracks at the base or separation at connections rather than diagonal shear cracks.
Excessive diaphragm flexure (Option C) causes bending deformations in horizontal diaphragms such as floors or roofs, usually leading to different cracking patterns, such as horizontal or vertical flexural cracks.
This type of in-plane shear failure is critical to identify for seismic design, as walls or diaphragms must be detailed to resist shear forces to prevent such damage.
References:
ARE 5.0 PPD - Environmental Conditions and Context, Seismic and Lateral Force Design The Architect's Handbook of Professional Practice, 15th Edition - Structural Systems NCARB Seismic Design Guidelines

NEW QUESTION # 70
An architect has just received client approval of the Schematic Design documents for a three-story, outpatient medical clinic. The clinic is located within a mixed-use development governed by a City-approved Planned Development (PD) document. The medical clinic design utilizes standardized departmental layouts and includes outpatient clinics, as well as treatment spaces, administrative spaces and public/lobby spaces.
The site needs to accommodate four different vehicular traffic flows: patient traffic, staff traffic, service and delivery traffic, and emergency services traffic. In addition, a pedestrian plaza must connect to the mixed-use development sidewalks. The plaza must provide space for bicycle parking and will serve as the future bus stop.
The site design addresses several challenges related to building orientation. The southeast facade, with excellent visibility from the highway, is the location of all service equipment. The building entrance faces northwest, convenient to the parking but not visible from the highway.
The client believes future patient volumes will outgrow the clinic. The PD document allows for a planned Phase 2 development on the adjacent vacant site to the southwest. Phase 2 would include a second building (2 story, 80,000 BGSF) and/or a parking deck.
Other considerations for the project include:
* Protected tree requirements are defined in the PD document.
* Easy pedestrian access must be provided from Sycamore Boulevard.
* All required parking for the clinic must be accommodated on site.
* Programmed area includes 109,450 Departmental Gross Square Feet (DGSF) / 130,184 Building Gross Square Feet (BGSF).
* Exterior material percentages are dictated by the PD document and shall not exceed specific percentages for Primary and Secondary Finishes.
* All service equipment needs to be screened; see PD document for restrictions.
* Signage opportunities are important to the client.
* Acoustical privacy is a concern of the healthcare system.
The following resources are available for your reference:
* Drawings, including a perspective, plans, and exterior elevations
* Building Program, including client's departmental program and detailed program for Treatment 01 (Infusion)
* Exterior Material Cost Comparisons
* Planned Development Document
* IBC Excerpts, showing relevant code sections
* ADA Excerpts, showing relevant sections from the ADA Standards for Accessible Design The developer decides that the 4-inch terra cotta exterior veneer is too expensive, and wants to replace the terra cotta with an alternative finish in its entirety.
Which of the following alternative materials should the architect suggest to reduce cost and meet the Planned Development Document requirements? Check the two that apply.

A. Earth Tone EIFS
B. Cultured Stone
C. Metal Panels (Fluoropolymer finish)
D. Standard Brick
E. Artisan Brick
F. Low Priced Stone

Answer: A,D

Explanation:
To reduce costs while complying with Planned Development (PD) document restrictions on exterior finishes, the architect should select materials that are less expensive than terra cotta yet meet aesthetic and code requirements:
Standard brick (C) is a cost-effective, durable alternative with broad acceptance.
Earth tone EIFS (E) (Exterior Insulation and Finish System) offers an economical and versatile finish that can replicate various textures and colors while reducing costs.
Low priced stone (A) and cultured stone (B) may still be costly or not permitted per PD document.
Artisan brick (D) and metal panels (F) may exceed allowed percentages or not fit aesthetic guidelines.
References:
Planned Development Document
ARE 5.0 PPD - Project Integration of Program and Systems
The Architect's Handbook of Professional Practice, 15th Edition - Exterior Finishes

NEW QUESTION # 71
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