Page 1. Copyright by the DIN Deutsches Institut Fur Normung E V. Tue Feb 18 18 Page 2. Copyright by the DIN Deutsches Institut Fur Normung E V. DIN (EN - Version ) - Download as PDF File .pdf), Text File .txt) or read online. Home · DIN Part 2. DIN Part 2. May 2, | Author: acin_m | Category: N/A. DOWNLOAD PDF - KB. Share Embed Donate. Report this link .
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View all details. Superseded By: DIN EN EN. Additional Comments: ENGLISH * W/D S/S BY DIN EN Format. Details. Price (USD). PDF. ProservCrane Group. ®. Hoist Classification. Corresponding Crane Class. Corresponding Crane Class. FEM. HMI. ISO. CMAA. DIN & SIM. DIN - PDF download 1. Language: This document has been replaced by:: DIN EN , DIN EN
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.
Travelling speed ZIF, in mimin with rail joints or irregularities road without rail joints or with welded and machined rail joints Over 60 up to 4. Trolley travel Ka 4.
The softer the springing of the hoisting gear, the larger the elasticity of the supporting structure, the smaller the actual hoisting speed at the commencement of the hoisting of the useful load, the smaller and steadier the acceleration and deceleration during changes in the hoisting motion, the smaller the factor.
Accordingly, the cranes are classified into lifting classes H 1 , H 2, H 3 and H 4, with different factors p as given in table 2 below. Examples of this are given in subclause Individual self-contained parts of a crane forming integral parts of the complete unit, such as the trolley and the crane bridge or jib, the slewing unit, portal and tower, may be classified into different lifting classes within the limits defined in table 23 for the various types of crane, provided the hoisting conditions are fully known.
Instead of adopting a precisely com4. In the case of rope controlled jibs, these negative inertia force effects are limited by the slackening of the ropes, whereby an upward movement of the jib becomes possible.
The forces which arise from the subsequent falling back of the jib shall be taken into consideration. In lieu of a more accurate calculation, the quasi-static forces acting on the structure and resulting from the assessment of themovement of thecentreof mass of thesystem underthe effect of the driving forces, of the resistances to motion and of the inertia forces, may be increased by afactor of 1,5 in order to take the dynamic effect into account.
In this respect, loads which are not guided shall be deemed to be rigidly attached to the crane;any swinging of the loads shall be ignored. Inertia forces during the start-up and braking of crane trolleys with a central drive mechanism Figure 3.
Provided by IHS under license with DIN No reproduction or networking permitted without license from IHS Not for Resale based on the condition that the driving forces acting on the crane are practically free from backlash.
DIN Cranes; steel structures; principles of design and construction.
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With regard to compressive stresses in members. Society of Allied Weight Engineers, Inc.
Anonymous 1HFVSl4. Engineering a piece of lifting equipment Design Intelligent lifting equipment The best advice always depends on the individual circumstances. Prices subject to change without notice.
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