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Remarks upon the Method
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33 tons acting algebraic sum angle application bars bracing bridge calculation centre of moments Chapter closing line column compression compression members concentrated load cross-section curve deﬂection depth direction distance draw elastic limit equal equation equilibrium polygon factor of safety feet ﬁbre ﬁgure ﬁnd the stresses ﬁrst ﬁxed ﬂange ﬂoor beams foot force polygon formula frame girder given gives greatest Hence horizontal I/ze intersection iron left end length lever arm live load locomotive excess lower chord maximum stresses method method of moments neutral axis ordinate outer forces panel point parabola parallel plate position radius of gyration reaction resultant right end rivets span square inch stringers struts t/ze Table tensile stress tension tlze total load truss uniform load uniform train load unit stress upper chord values vertical weight wheel loads wind wrought iron zero