Chapter 3 – Design Loads for Residential Buildings It should also be noted that the wind load factor of 1.5 in Table 3.1 used for load and resistant factor design is consistent with traditional wind design
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5.1 general considerations for road/ bridge approaches a) This section lays down the standards for Geometric Design and general features for existing Bridge approaches/ existing road to two-lane with shoulders.
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Completed Road Works as a design standard and/or to decide if the road or parts of the road works are in accordance with the relevant Specifications and by-laws. It is still the responsibility of the qualified person to ensure that the quality of the Completed Road Works conform to approved standards, best practices, specifications and drawings.
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NOKIN ROAD STUD DOUBLE SIDE YELLOW 290i Read more; NOKIN ROAD STUD 303 YELLOW Read more; SOLAR ROAD STUD – YELLOW 3 LED Read more