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ASEP was established in 1961 to promote the advancement of Filipino civil engineers in the field of structural engineering. [1] [2] The publication of the National Structural Code of the Philippines (NSCP) and the referral codes of the Philippine National Building Code were published by the organization.
A crane's rated load is its Safe Working Load (SWL) and the design load (DL) is, (p 90) [1] = The dynamic lift factor for offshore cranes in the range 10 kN < SWL ≤ 2500 kN is not less than =.(p 84) [1] Thus for a crane with a SWL of 2000 kN (~200 tonne) its design load is not less than, = = The minimum breaking load (MBL) for the combined capacity of reeves of a steel wire hoisting rope ...
The structural provisions rely heavily on referenced standards, such as the Minimum Design Loads for Buildings and Structures published by the American Society of Civil Engineers (ASCE-7) and the Specification for Structural Steel Buildings by the American Institute of Steel Construction (ANSI/AISC 360).
These load factors are, roughly, a ratio of the theoretical design strength to the maximum load expected in service. They are developed to help achieve the desired level of reliability of a structure [ 6 ] based on probabilistic studies that take into account the load's originating cause, recurrence, distribution, and static or dynamic nature.
If there is a part with a required design factor of 3 and a margin of 1, the part would have a safety factor of 6 (capable of supporting two loads equal to its design factor of 3, supporting six times the design load before failure). A margin of 0 would mean the part would pass with a safety factor of 3.
A load case is a combination of different types of loads with safety factors applied to them. A structure is checked for strength and serviceability against all the load cases it is likely to experience during its lifetime. Typical load cases for design for strength (ultimate load cases; ULS) are: 1.2 x Dead Load + 1.6 x Live Load
The critical load is the greatest load that will not cause lateral deflection (buckling). For loads greater than the critical load, the column will deflect laterally. The critical load puts the column in a state of unstable equilibrium. A load beyond the critical load causes the column to fail by buckling. As the load is increased beyond the ...
Subsequent repairs and strengthening using external post-tensioning was carried out and completed in 2015. [20] [21] Petrulla Viaduct ("Viadotto Petrulla"), Sicily, Italy, 2014 One span of a 12-span viaduct collapsed on 7 July 2014, causing 4 injuries, [22] due to corrosion of the post-tensioning tendons. Genoa bridge collapse, 2018. The Ponte ...