London : Longman, Rees, Orme, Brown, Green, and Longman · leaf 186
he tension bars. Fig. 83. shows the method adopted for securing the bindingjoists to the girder when trussed; tu is a saddle of cast irondropped over the top of the beam. Under each binding joist,a wrought-iron stirrup (x) is placed (as shown in the end viewfg. 84-.), which is cottered up at yy m…
Architecture
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