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NATIONAL ALUMINIUM COMPANY LIMITED - Rites

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(i) Forces due to difference in frictional resistance of top and return idle rollers of<br />

conveyor.<br />

(ii) Forces due to inertia of rollers at the time of starting of conveyor belt.<br />

(iii) Break down load caused by snapping of bbelt<br />

elt (in case of multiple conveyors,<br />

snapping of one belt at a time) shall be considered.<br />

(iv) Special loads if any<br />

f) Gallery girders and floor shall be designed for the following live loads,inclusive of<br />

spillage loads on floors.<br />

i) Walkway/Supporting beams for floor - 4.0 KN/m²<br />

ii Under the conveyor belt - 0.75 KN/m²<br />

iii) Gallery girder, for floor load of - 3.0 KN/m²<br />

g) Dust load on roof of junction house and conveyor galleries shall be considered as<br />

follows:<br />

i. For building and structures located at a distance of 300m from the dust<br />

producing units - 0.5 KN/m²<br />

ii. At a distance of 300 m to 800 m from the dust producing unit - 0.25 KN/m²<br />

h) As per technological requirements, provision of supporting the following, and load<br />

arising thereof shall be considered in the design of conveyor gallery.<br />

i) Ventilation duct.<br />

ii) Electrical cables/cable racks.<br />

iii) Fire Fighting equipment.<br />

i) Junction house floors shall be designed for the following loads:<br />

i) Live load on floor - 5.0 KN/m²<br />

ii) Tension from conveyor belt<br />

ii) Load due e to equipment located on floor.<br />

iv) Load due to jamming of chutes.<br />

v) Erection loads anywhere on the floor.<br />

j) Combination of loads<br />

The various loads specified shall be combined in accordance with clause 8.0 of IS: 875<br />

(Part-5)-1987 1987 to give the most severe loading condition for design of structures.<br />

k) Stress enhancements<br />

Permissible limits of stress may be increased, wherever permissible, in accordance with<br />

IS:800-1984.<br />

18.5 Limiting deflection<br />

a. The deflection shall be limited in various elements of structures in accordance with<br />

clause 3.13 IS: 800-1984. 1984.<br />

b. In addition following limitation in deflection shall be observed in design:<br />

Technical Specification:Sec-4,System System Parameters, Operation & Control Philosophy<br />

Page 59 of 64

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