Notes On Construction in Mild Steel Arranged for the Use of Junior Draughtsmen

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Notes On Construction in Mild Steel Arranged for the Use of Junior Draughtsmen
Henry Fidler
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Scale \\ inch = 1 foot.
\ FIG. 94. Scale *1 inch = 1 foot.
\\ FIG. 95. Scale l.^mchj= 1 foot.
i S 6 CONSTRUCTION IN MILD STEEL.
In Figs. 99, 100, and 101 are given the details of the angle and flange plate joints in the girder, which occur between apices FIG. 96. Scale 1$ inch = 1 foot.
FIG. 97. Scale l\ inch = 1 foot.
FIG. 98. Scale l\ inch = 1 foot.
RIVETED GIRDERWORK AND WATER-TANKS. 157 6 and 7 in the top boom, and break joint in the bottom boom, thus dividing the girder into two lengths fo
...r convenience in Fia. 99. Scale \ inch = 1 foot.
FIG. 100. Scale ^ inch = 1 foot.
FIG. 101. Scale | inch = 1 foot.
transport, and keeping the lengths of angles and plates within ordinary limits.
Further details of light lattice girders in connection with roof work will be found in Figs. 326, 337.
Applications of Riveted Girderwork in Connection with Water- tank Construction. In presenting details of this application of girderwork it has been found advisable to consider at some length (without entering fully upon the important subject of tank con- struction in general) the details of the tanks themselves, w r hich i 5 8 CONSTRUCTION IN MILD STEEL.


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