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adopted advantage amount angle iron appears applied arrangement bars beam bending bottom bracing buckling calculation carry cent centre chord column compression connected consequent considerable consists continuous cross girders curve cylinder defective depth designed desirable diagonal diameter direction double efficient endure Engineering equal example excessively existing fault feet foot foundation frame further give greater Hence horizontal inch increasing involving joints lateral leading length less load main girders massive material maximum means Melbourne metal method ordinary panel placed plane plate possible practice present pressure primary proportions Railway Bridge reason recent reduced removed represents resistance result rivets secondary stress seen serious shear shown in Fig shows side span square inch straight strength structure tension thin throughout tons tons per square triangulation University usually vertical Warren weak whole width wind writer
Page 29 - There are many more complicated forms of tension joint met with in girder work — to discuss which would occupy too much space here. Suffice it to say that the same general principles apply as in the simple cases.