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  1. 1. The design of cantilevered structures should satisfy the following requirements:- For cantilever of clear span more than 1000 mm, a beam-and-slab type of arrangement should be used instead of pure slab cantilever where practicable.

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  2. 懸臂式鋼筋混凝土構築物的 設計及建造. 懸臂式鋼筋混凝土構築物(特別是那些完全屬平板式結構者)的結構穩定性,有賴適當的設計、建造及保養。 此外,為外露受風雨侵蝕的懸臂式構件進行設計及建造時,認可人[ 1 ] 士/註冊結構工程師亦須留意物料的強度會有可能因風雨侵蝕而出現過早衰退的現象。 這類結構構件的常見例子為樓宇外部的伸建物,例如簷篷、露台、窗台、空調機遮簷、空調機平台及花槽等。 這些構築物的倒塌會構成嚴重的後果。 2. 本作業備考就懸臂式鋼筋混凝土構築物的安全設計和建造,向認可人士及註冊結構工程師提供指引。 附錄A就結構設計、建造、排水設施、地盤監督及保養方面所須達到的安全標準,提供指引。 附錄B則就外露懸臂式平板的施工接縫,提供有關的建造建議。

  3. Formerly PNAP 173 | Signed Copy | Obsolete Versions Sep 2012 APP-69 Conservation of Historic BuildingsMore details Formerly PNAP 175 | Signed Copy | Obsolete Versions Jan 2016 APP-70 Use of Plastic Sheet to Cover Scaffolding Outside Buildings ...

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  4. version and the PNAP 173 have generally been resolved in the Code; (vii) Additional reinforcement requirements in bored piles and barrettes; (viii) Refinement of ductility detailing in beams and columns;

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  5. This document provides guidance for authorized persons and registered structural engineers on the design and construction of cantilevered reinforced concrete structures. It outlines requirements for structural design, construction methods, drainage provisions, site supervision, and maintenance to ensure safety.

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  7. Appendix A (PNAP 173) Guidance Notes on Design and Construction of Cantilevered Reinforced Concrete Structures General Requirements 1. The structural design of cantilevered structures should satisfy the following requirements:(a) For cantilever span more than 1000 mm, a beam-and-slab type of arrangement should be used instead of pure slab ...

  8. PNAP 173 [[3]] should be followed for the loading carrying capacity of the structural elements and the durability of concrete to ensure public safety. · It is a prerequisite that all windows and window walls should satisfy the performance requirements stipulated in the Building (Construction) Regulations.

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