私たちShikenPASSは、93-Tall-Mass-Timber-Buildings試験に必要な人向けの安定した信頼できる93-Tall-Mass-Timber-Buildings試験問題プロバイダーです。私たちは長い間市場にとどまり、成長してきました。93-Tall-Mass-Timber-Buildings試験の高い品質と高い合格率でお客様の要件を満たすことができるため、私たちは常にここにいます。効果的な93-Tall-Mass-Timber-Buildingsトレーニングガイドについては、数千人の受験者が93-Tall-Mass-Timber-Buildings学習問題を選択します。93-Tall-Mass-Timber-Buildings学習教材を試してみてはいかがでしょうか。 ！
| Section | Objectives |
|---|---|
| Topic 1: Tall Mass Timber Building Code Provisions | - Mass Timber Products and Definitions - Special Inspection Requirements
|
>> 93-Tall-Mass-Timber-Buildingsオンライン試験 <<
弊社はお客様の皆様の利益を保証するために、あなたに高いクオリティのサービスを提供できて努力しています。今まで、弊社のShikenPASSの93-Tall-Mass-Timber-Buildings問題集はそのスローガンに沿って協力します。弊社の信頼できる93-Tall-Mass-Timber-Buildings問題集を使用したお客様はほとんど試験に合格しました。
質問 # 37
What fire-resistance rating is required for floors in Type IV-A, IV-B and IV-C construction?
正解：A
解説：
IBC Table 601 requires floor construction and associated secondary structural members in Types IV-A, IV-B, and IV-C construction to have a two-hour fire-resistance rating. Therefore, option B is correct.
This requirement applies to the complete floor assembly, not only the timber panel. The required two-hour performance may be established through the calculated fire resistance of the mass timber, the contribution of approved noncombustible protection, or a permitted combination of both. Any topping, protective membrane, connection protection, and edge condition that forms part of the approved rated design must be installed accordingly.
The ratings for other building elements should not be transferred to the floor. A three-hour rating applies to the primary structural frame and bearing walls of Type IV-A, but its floor construction remains two hours.
Type IV-B and Type IV-C floors also require two hours, even though those construction types permit different degrees of exposed mass timber.
The special inspector must verify panel dimensions, approved layup, protection layers, joints, penetrations, connections, topping thickness, and other details that influence the floor's rated performance.
References/Topics: 2021 IBC Sections 601 and 602.4; Table 601, floor construction and associated secondary structural members.
質問 # 38
Periodic special inspection of sealants or adhesives as specified by the International Building Code Section
703.7 shall be conducted at which of the following locations?
正解：A
解説：
IBC Section 703.7 requires sealant or adhesive to resist air passage at the abutting edges and intersections of mass timber building elements where those elements are required to be fire-resistance rated. Section 1705.20 then requires periodic special inspection where those prescribed sealants or adhesives are installed. Option C repeats that first required location accurately.
Option D is defective because the code requires sealing at an intersection between mass timber and another material only where both intersecting building elements are required to be fire-resistance rated. The phrase
"one or the other" materially weakens the condition. Option A is also too broad. A code-defined joint is not automatically subject to Section 703.7; fire-resistant joint systems are separately regulated by Section 715 and, where applicable, Section 1705.18.
Option B describes the exception in reverse. Sealant or adhesive need not be added under Section 703.7 where it is not a required component of the tested fire-resistance-rated assembly. When it is part of the listed or tested assembly, it must be installed accordingly, but that statement does not identify the primary location requested.
References/Topics: 2021 IBC Sections 703.7 and 1705.20; sealing of adjacent rated mass timber elements; periodic inspection.
質問 # 39
The fire-resistance of a protected mass timber assembly is equivalent to the fire resistance time of the:
正解：D
解説：
IBC Section 722.7 establishes the governing calculation principle for protected mass timber. The required fire resistance consists of the inherent fire resistance of the unprotected mass timber element plus the protection time contributed by the noncombustible protection . Therefore, option D is correct.
This approach recognizes two sequential protective mechanisms. First, the noncombustible covering delays heating and charring of the timber. After the credited protection period, the remaining mass timber cross section provides structural fire resistance through predictable charring behavior and residual section capacity.
Section 722.7.1 further requires the contribution of the covering material to comply with the prescribed protection times or to be established under Section 703.6.
Option A ignores the contribution of the protective membrane. Option B ignores the inherent structural fire resistance of the timber. Option C incorrectly substitutes a finish rating for the code-recognized protection contribution. A finish rating is a separate temperature-based performance concept and is not automatically additive as the protection time used by Section 722.7.
References/Topics: 2021 IBC Sections 602.4, 703.6, 722.7 and 722.7.1; calculation of protected mass timber fire resistance.
質問 # 40
Buildings of Types IV-A, IV-B, and IV-C construction designed to be greater than six stories above grade plane shall meet which of the following requirements for fire safety practices during construction?
正解：D
解説：
Option A is an exact requirement of the 2021 International Fire Code Section 3303.5 . For Type IV-A, IV- B, and IV-C buildings designed to exceed six stories above grade plane, standpipes must be provided in accordance with IFC Section 3313, unless otherwise approved by the fire code official.
The IFC also requires a water supply for fire department operations, but that supply must be approved by the fire code official and fire chief; the code does not specifically mandate that it be a "portable" water supply.
Option B is therefore incorrect.
The remaining options alter important numerical requirements. Where noncombustible protection is required and construction exceeds six stories, at least one layer , not two, must be installed on applicable building elements more than four levels below active mass timber construction before additional floor levels are erected. Required exterior wall coverings are likewise required more than four levels below active mass timber construction, rather than two.
These safeguards reduce the amount of exposed combustible construction while ensuring that effective fire department infrastructure progresses with the building.
References/Topics: 2021 IFC Section 3303.5; Sections 3313 and related construction-stage fire protection requirements.
質問 # 41
One code-recognized method for calculating the fire-resistance rating of exposed wood members and decking is:
正解：D
解説：
The intended answer is ANSI/AWC NDS Chapter 16. The video option uses "AWS," but the correct standards organization is the American Wood Council-AWC . Option D is therefore correct based on its intended reference.
IBC Section 722.1 expressly permits exposed wood members and wood decking to have their calculated fire resistance determined in accordance with Chapter 16 of the ANSI/AWC National Design Specification for Wood Construction. The method evaluates charring, the effective char depth, the reduced residual cross section, elevated-temperature effects, loading, and the remaining structural capacity for the required exposure period.
ACI 216.1 applies to concrete and masonry fire resistance. TMS 0216 addresses masonry assemblies. ASCE
29 Chapter 5 provides procedures for calculating the fire resistance of structural steel assemblies. Those references are code-recognized methods, but they apply to different construction materials.
For mass timber inspection, the approved calculations should identify the exposed surfaces, required rating, timber species or product, member dimensions, design loads, protective contribution, and connection treatment. Field reductions in member dimensions can invalidate the calculated fire resistance.
References/Topics: 2021 IBC Section 722.1; ANSI/AWC NDS Chapter 16; calculated fire resistance of exposed wood members and decking.
質問 # 42
......
93-Tall-Mass-Timber-Buildings試験の参考資料では、無料の試用版をダウンロードできます。試用版を使用して、知りたい情報を入手できます。 93-Tall-Mass-Timber-Buildings学習教材の試用版をダウンロードした後、目的の選択を行うことができるお気に入りの93-Tall-Mass-Timber-Buildings試験準備だけでなく、お好きなバージョンも簡単に選択できます。 93-Tall-Mass-Timber-Buildings学習資料では、すべてのユーザーが製品を理解し、本当に必要なものを入手できるようにしています。 93-Tall-Mass-Timber-Buildings学習教材は非常に理解しやすいので、あなたが誰であっても、ここで欲しいものを見つけることができます。
93-Tall-Mass-Timber-Buildings専門知識内容: https://www.shikenpass.com/93-Tall-Mass-Timber-Buildings-shiken.html