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Skeleton Structures: Especially in Their Application to the Building of ...
Повний перегляд - 1866
able according admissible strain advantages alter amount applied ascertain assume bars beam become bolt bridge calculation carry caused cloth completely components compression connection connection-points consider construction Containing corresponding dead weight decrease deflection depends determined direction displacings distributed Drawing edition elasticity Engineer equal equations exact exactly examine example experience exposed expressed feet figure firstly fixed force formula further geometrical girder gives greater greatest heat illustrated inch increase introducing iron length less limit load look material mined mode necessary Plate points position possible practical pressure prevented produced prolongation proportion remain represents resist resulting rigidity running foot shown shows single skeleton soon span steel strain strength structure sufficient supposed suspended taken temperature tensile tension tion tons per running unit various weight whilst whole