Documento Y/PPT/6/2/974 - Skeldergate Bridge - 907H

14 plans

Wilton and Bell plans for the 90 foot span of Skeldergate bridge: drg. no. 7, E566/1, 90 foot span diagram and measurements
drg.no.9 E565/1 and drg.no.10 E564/1 influence lines for stresses at extrados
drg.no.8 E563/1 90ft arch calculations sheet
two copies of drawing no. C/127/1 E572/1 road gradients and details of spans nos 1, 2 and five - sections and detail drawings
two copies of C/127/3 E570/1 details of vertical cross bracing and cross girders of span 3, July 1939
two copies of C/127/4 E569/1 details of liftspan as rebuilt, June 1939
two copies of C/127/5 E568/1 new diaphragms and decking over pit span no.4, section plans, July 1939
C/127/2 E571/1 details - span no.3 sectional plan, developed plan of bracing
drg.no.1 E567/1 variation of movement of inertia - maximum compressive stresses at intrados and extrados. - Drawing type: sections, detail drawings, tables, graphs
Drawing number (if any): C/127/1, C/127/2, C/127/3, C/127/4, C/127/5

Scale: Various scales
Size: Large
Names: Wilton and Bell

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