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2024年1月11日 · Cover, Foreword, Content, List of Tables and List of Figures. Section 1 General. Section 2 Limit State Design Philosophy. Section 3 Materials. Section 4 Load Factors and Material Factors. Section 5 Serviceability Limit States. Section 6 Design Methods and Analysis. Section 7 Section Classification. Section 8 Design of Structural Members.
認可人士、註冊結構工程師及註冊岩土工程師委員會. （由屋宇署署長委任）. 諮詢處：. 九龍油麻地海庭道11號西九龍政府合署北座屋宇署總部地下. 電話：. 2626 1616. （由「1823」接聽）. 委員團及委員會. 首次委任日期.
2024年3月31日 · Boards and committees Term Expiry Prof CHAN Hon-wan, EdwinMore details 31 Mar 2027 Ir CHAN Ki-lokMore details 31 Mar 2027 Ms CHIU Hang-mei, Mary GraceMore details 31 Mar 2027 Sr HUI Wah-lunMore details 31 Mar 2027 Sr KUNG Sui-lunMore details 31
PLAN 2 FLAT B - MODULE TYPE C, D 3 FLAT C - MODULE TYPE E, F R-TP-01 0. INSPECTION HATCH AT CEILING INSPECTION HATCHA/C PLATFORM AT CEILING. PLAN. 1:50 (A1) AT CEILING A/C PLATFORM. 1:50 (A1) INSPECTION HATCH AT CEILING INSPECTION HATCH AT CEILING A/C PLATFORM INSPECTION HATCH AT CEILING. PLAN.
Local elongation in a 13 mm gauge length across the fracture should not be less than 20%. Uniform elongation outside the fracture should not be less than 3%. In this case, the use of steel materials should be limited to members under lateral loads primarily, such as decking, sheeting and purlins.
Clause E16.2. The fire properties of materials, products or construction components should be tested in accordance with or assessed against the standards stipulated in this Part and certified as being capable of achieving such fire properties to the satisfaction of the Building Authority. Such certification should be established by:
For the purpose of the Building (Planning) Regulation 41D, this Subsection specifies the design and construction requirements of EVA serving buildings erected or to be erected on virgin sites. For the avoidance of doubt, the requirements in this Subsection should also apply to all subsequent redevelopments on virgin sites. Clause D22.2.
