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Volume-IF - JantERmantER

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DCPL-K4A02<br />

difference allowed between<br />

bearing or seating level<br />

supposed to be at the<br />

same level.<br />

3 mm<br />

Trusses a) Deviation at centre of 1/1500 of the<br />

span of upper chord span or not<br />

member from vertical greater than<br />

plane running through 10 mm whichever<br />

centre of bottom chord. is the least.<br />

b) Lateral displacement of 1/250 of depth<br />

top chord at centre of of truss or<br />

span from vertical plane 20 mm whichever<br />

running through centre is the least.<br />

of supports.<br />

Crane<br />

a) Difference in levels of<br />

Girders &<br />

crane rail measured bet-<br />

Tracks ween adjacent columns. 2.0 mm<br />

b) Deviation to crane rail<br />

gauge<br />

c) Relative shifting of ends<br />

of adjacent crane rail in<br />

plan and elevation after<br />

thermit welding.<br />

d) Deviation of crane rail<br />

axis from centre line of<br />

web.<br />

3.0 mm<br />

1.0 mm<br />

3.5 mm<br />

Component Description Variation<br />

Allowed<br />

Setting of<br />

Expansion<br />

gaps<br />

At the time of setting of<br />

the expansion gaps, due<br />

regard shall be taken of<br />

the ambient temperature<br />

above or below 30C.<br />

The coefficient of expansion<br />

or contraction shall<br />

be taken as 0.000012 per<br />

C per unit length.<br />

II.<br />

For Building without Cranes<br />

The maximum tolerances for line and level of the steel work shall<br />

be 3.0 mm on any part of the structure. The structure shall not be<br />

(PCA.775.S034sca5) V.II-D2/S-V : 13

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