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This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) 184 Other structural applications of steel Fig. 5.15 MERO node connector Fig. 5.16 NODUS node connector computer significant amounts of information relating to the topology of the structure and properties of the individual members. This operation can be very timeconsuming unless modern pre-processing techniques which allow rapid data generation are adopted. 7 The members forming double-layer space frames are principally stressed in either axial tension or axial compression. Consequently it is usual in the analysis of double-layer space trusses to assume that the members in the structure are
This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) unit diagonals all BS EN 10025 grd 43A heavy shear 38 dia solid bar medium shear 28 dia solid bar light 27 old tube x 3,2 thick secondary tie bar boss forging Fig. 5.17 Exploded view of 2.4 m square section of Space Deck assembly on the ground, with temporarily pinned joints Fig. 5.18 Novel method of dome erection lift up Space frames 185 top chord connections all angle interlaces made with M12 grd 8.8 bolts boss stud main tie bar with threaded ends
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