Just seein thoughts of your (1 Viewer)

each plan was 3.6/4.2t *2 for memory, opposites connected to central beam with ext join, i locked in with opposing pressure from next face brace in beams, will admit should have spliced joins on plans, but due to staggered joints and job usage it i decided wasnt needed, the machine slewed and luffed numerous times threwout life (5months hang and 2km drive down train tracks)which over inspection never came across movement (always mark my slip areas) 1.8 bays minus a middle sect that had a 1200 and a 2.4 which i laddered in middle... really just a puttie out ladders job
 
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