It would have been inadvisable to revise the content of the standard at the present time, in view of the general approval which hasgreeted its publication, and mainly because of the current discussions on the national basicstandards relating to steel structures DIN 18 ; furthermore, the efforts of ISOITC 96 to achieve an internationally approved ruling with regard to the loads and load combinations which are to be assumed for the verification by calculation of the performance characteristics of cranes, had to be borne in mind. The principal corrections, including those which have arisen from the processing of the comments received, are described in the Explanatory notes. Contents Page Page Field of application Price group 16 Sales No.
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It would have been inadvisable to revise the content of the standard at the present time, in view of the general approval which hasgreeted its publication, and mainly because of the current discussions on the national basicstandards relating to steel structures DIN 18 ; furthermore, the efforts of ISOITC 96 to achieve an internationally approved ruling with regard to the loads and load combinations which are to be assumed for the verification by calculation of the performance characteristics of cranes, had to be borne in mind.
The principal corrections, including those which have arisen from the processing of the comments received, are described in the Explanatory notes. Contents Page Page Field of application Price group 16 Sales No. O1 16 Page 2 DIN Part 1 1 Field of application This standard applies to the steel structures of cranes and crane equipment of any kind, and also to mobile steel structures for continuous conveyors.
It does not cover craneways, excavators, ropeways, wagon tipples and mining machinery. Published by Stahlbau-Verlag, Kln. Referred to as high strength friction grip bolts in this standard. The main loads comprise: self weights; loads arising from bulk materials in bins and on continuous conveyors; lifted loads; inertia forces arising from drives; centrifugal forces; impact from bulk material.
The additional loads comprise: wind loads; forces arising from skewing; thermal effects; snow loads: loads on walkways, stairways, platforms and hand rails; The special loads comprise: tilting force arising in crane trolleys with positive guidance of the lifted load: buffer forces: test loads.
The above loads are grouped into load cases in clause 5. Table 1. Trolley travel Ka 4. Multiply self weight of trolley by Multiply self weight of crane by Crane travel Kr.
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