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NEW QUESTION # 78
What is the primary purpose of shop drawings?
Answer: D
Explanation:
Shop drawings show how components are to be fabricated or installed by the contractor. They do not redefine the design intent but elaborate on it. Refer to Objective 3.4: Evaluate submittals.
NEW QUESTION # 79
The design of a 10-story residential building features a curtain wall system on all four elevations. Due to diurnal temperature swings in the area, the curtain wall will need a thermal break to prevent the transfer of heat into the building.
Click on the thermal break in the pressure-plate mullion detail.
Answer:
Explanation:
Explanation:
In the provided pressure-plate curtain wall mullion detail, the thermal break is typically located between the interior and exterior aluminum components of the mullion to prevent conductive heat transfer.
# Thermal Break Location:
Look for the black or dark shaded strip in the middle of the mullion where the two separate metal parts meet - this strip is a non-metallic insulating material (usually polyamide or other plastic) that interrupts the metal-to-metal connection between interior and exterior.
In this image, the thermal break is located:
## In the vertical center of the mullion, between the inner and outer aluminum extrusions, where a black isolator or separator is shown (just above and below the screw/fastener).
Clicking on this narrow dark band (thermal isolator) between the inner and outer components of the curtain wall mullion would be the correct hotspot answer.
NEW QUESTION # 80
For the same moment, a glue-laminated beam would require a section modulus of what proportion relative to a sawn timber beam? (Assume F# of the glue-laminated beam is 2,400 psi and F# of the sawn lumber beam equals 1,200 psi.)
Answer: D
Explanation:
Comprehensive Detailed Explanation with all NCARB ARE 5.0 Project Development and Documentation (PDD) Study Guide References:
The question is about the relative section modulus (S) required for a glue-laminated beam vs. a sawn timber beam to resist the same bending moment. The formula relating bending stress (Fb), moment (M), and section modulus (S) is:
For the same bending moment M, the section modulus is inversely proportional to the allowable bending stress
Therefore, the glue-laminated beam requires half the section modulus compared to the sawn timber beam.
Supporting Reference:
NCARB ARE 5.0 Review Manual, Structural Systems chapter
Basic bending stress and beam design equations from structural design texts
NEW QUESTION # 81
In which of the following locations in concrete masonry should a control joint be placed?
Answer: A
Explanation:
Control joints in concrete masonry walls are designed to accommodate movement caused by thermal expansion, moisture changes, and settlement.
Control joints should be placed at locations of stress concentration, such as changes in wall height, changes in wall thickness, or at large wall expanses.
They are not placed at the first course of masonry (which is typically reinforced and anchored to the foundation).
They are generally not placed at window corners or in the center of window openings but rather at planned intervals or changes in geometry.
Placing a control joint at changes in wall height allows movement without cracking.
References:
NCARB ARE 5.0 Review Manual, Materials and Assemblies chapter
Masonry design and control joint placement per ASTM standards
Masonry construction manuals (e.g., NCMA TEK)
NEW QUESTION # 82 
Refer to the exhibit.
For a plywood panel carrying the grade stamp shown, which of the following is the maximum recommended span for use in a floor system?
Answer: A
Explanation:
1. Understanding the APA Grade Stamp
The stamp in the exhibit reads:
* APA RATED SHEATHING 32/16
* 15/32 INCH (thickness)
* SIZED FOR SPACING
* EXPOSURE 1 (can handle temporary moisture exposure)
2. Meaning of "32/16"
The numbers 32/16 are the span ratings for the panel:
* 32 inches = maximum recommended span for roof sheathing (when applied perpendicular to supports).
* 16 inches = maximum recommended span for floor sheathing (when applied perpendicular to supports).
These ratings are established by APA (The Engineered Wood Association) based on panel thickness, grade, and allowable loads/deflection limits.
3. Applying to the Question
The question asks specifically for maximum recommended span for use in a floor system.
From the stamp:
* Floor span rating = 16 inches
* Therefore, the correct answer is 16 in.
4. Why Other Options Are Incorrect:
* A. 15 in - Not the value given; 16 in is the rating.
* C. 32 in - This is for roof applications, not floor systems.
* D. 108 in - Not related to APA span ratings; possibly confused with the certification number "NBR-
108."
5. NCARB ARE 5.0 PDD Study Guide References:
* Content Area: Building Materials & Assemblies - Wood Products
* Reference Sources:
* APA - The Engineered Wood Association: Panel Span Ratings Guide
* Building Construction Illustrated (Ching) - Plywood and OSB Panel Markings
* IBC Chapter 23 - Wood span and application requirements
NEW QUESTION # 83
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