Fast2test International Code Council的93-Tall-Mass-Timber-Buildings考試培訓資料是每個參加IT認證的考生們的必需品，有了這個培訓資料，他們就可以做足了充分的考前準備，也就有了足足的把握來贏得考試。Fast2test International Code Council的93-Tall-Mass-Timber-Buildings考試培訓資料針對性很強，不是每個互聯網上的培訓資料都是這樣高品質高品質的，僅此一家，只有Fast2test能夠這麼完美的展現。
| Section | Objectives |
|---|---|
| Topic 1: Tall Mass Timber Building Code Provisions | - Special Inspection Requirements
- Structural and Connection Requirements
|
>> 最新93-Tall-Mass-Timber-Buildings考題 <<
Fast2test的經驗豐富的專家團隊開發出了針對International Code Council 93-Tall-Mass-Timber-Buildings 認證考試的有效的培訓計畫，很適合參加International Code Council 93-Tall-Mass-Timber-Buildings 認證考試的考生。Fast2test為你提供的都是高品質的產品，可以讓你參加International Code Council 93-Tall-Mass-Timber-Buildings 認證考試之前做模擬考試，可以為你參加考試做最好的準備。
問題 #67
One code-recognized method for calculating the fire-resistance rating of exposed wood members and decking is:
答案：B
解題說明：
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.
問題 #68
Sealants used to resist passage of air in construction Type IV-A, shall be in accordance with which of the following standards?
答案：B
問題 #69
Fire-resistance ratings of members and assemblies can be established by all of the following except:
答案：A
解題說明：
ASTM E84 is not a test for establishing the fire-resistance rating of a structural member or building assembly.
Therefore, option B is the exception.
The 2021 IBC establishes fire-resistance ratings primarily through testing conducted in accordance with ASTM E119 or UL 263. Those tests evaluate whether an element or assembly can maintain structural performance, limit flame passage, and control temperature rise for a specified duration under standardized fire exposure. ASTM E84 instead evaluates surface-burning characteristics, principally flame-spread and smoke- developed indices. An E84 classification cannot establish that a wall, floor, beam, column, or connection possesses a one-, two-, or three-hour fire-resistance rating.
The IBC also recognizes approved prescriptive designs under Section 721, calculated fire resistance under Section 722, and designs documented in approved sources or supported by permitted analytical methods.
Those are valid methods represented by options A, C, and D.
For inspection purposes, the approved construction documents must identify the method used to establish the rating. The inspector must then verify that the installed materials, dimensions, loading assumptions, protective layers, fasteners, joints, and connection details match the tested, calculated, or prescriptive design.
References/Topics: 2021 IBC Sections 703.2, 703.2.1, 721 and 722; ASTM E119 and UL 263 fire-resistance testing.
問題 #70
Periodic special inspection of sealants or adhesives shall be conducted where sealants or adhesives are part of a mass timber building element as designated in the approved construction documents.
All of the following statements are correct in reference to sealants or adhesives in mass timber buildings except:
答案：C
解題說明：
Option C is the incorrect statement. The sealing inspection requirements in IBC Section 1705.20 do not automatically apply to every item classified as a "joint" under Section 202. They apply specifically where a sealant or adhesive required by Section 703.7 is installed on mass timber building elements identified in the approved construction documents.
Section 703.7 addresses abutting edges and intersections of fire-resistance-rated mass timber elements and intersections between mass timber and other materials where both elements require a fire-resistance rating.
These conditions require periodic special inspection because continuity of the air seal affects the fire performance assumed for the timber assembly.
Option A is correct: qualifying sealants must comply with ASTM C920. Option B is also correct: adhesives used for this purpose must comply with ASTM D3498. Option D reflects the required inspection of sealant applications at the prescribed abutting edges and intersections, although the technically precise term is "mass timber building elements." Fire-resistant joint systems are governed separately by IBC Section 715 and may require inspection under Section 1705.18. The two inspection categories must not be treated as interchangeable.
References/Topics: 2021 IBC Sections 703.7, 715, 1705.18 and 1705.20; ASTM C920; ASTM D3498.
問題 #71
Refer to the exhibit by clicking on the EXHIBIT button above.
In the detail shown, what is the required screw spacing in inches for the CLT to glulam connection?
答案：D
解題說明：
The connection detail specifies the CLT-to-glulam screws at 24 inches on center , so option D is correct. This is a construction-document interpretation question rather than a universal prescriptive screw-spacing requirement imposed by the IBC.
The approved structural detail controls the required spacing for this particular connection because the registered design professional has established the connection geometry and fastener schedule based on the applicable structural loads, CLT panel configuration, glulam member, fastener properties, and required load transfer. The 24-inch dimension must therefore be maintained in the field unless an approved revision changes the connection design.
IBC Table 1705.5.3 is directly relevant to the special inspector's responsibilities. For screws used in Type IV- A, IV-B, or IV-C mass timber connections, periodic special inspection includes verification of diameter, length, head type, spacing, installation angle, and installation depth . The special inspector is therefore expected to compare actual field installation against precisely this type of approved connection detail.
Substituting 12-, 16-, or 20-inch spacing without design authorization would constitute a deviation from the approved documents, even if the alternate spacing appeared more conservative.
References/Topics: Approved structural connection detail shown in the exhibit; 2021 IBC Section 1705.5.3 and Table 1705.5.3, inspection of screw spacing and installation.
問題 #72
......
通過那些很多已經通過International Code Council 93-Tall-Mass-Timber-Buildings 認證考試的IT專業人員的回饋，他們的成功得益於Fast2test的説明。Fast2test提供的針對性測試練習題和答案給了他們很大幫助，節約了他們的寶貴的時間和精力，讓他們輕鬆順利地通過他們第一次參加的International Code Council 93-Tall-Mass-Timber-Buildings 認證考試。所以Fast2test是個值得你們信賴的網站。選擇了Fast2test，下一個成功的IT人士就是你，Fast2test會成就你的夢想。
93-Tall-Mass-Timber-Buildings題庫下載: https://tw.fast2test.com/93-Tall-Mass-Timber-Buildings-premium-file.html