A Text-Book of Applied Mechanics And Mechanical Engineering 2

Cover A Text-Book of Applied Mechanics And Mechanical Engineering 2
A Text-Book of Applied Mechanics And Mechanical Engineering 2
Andrew Jamieson
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2 to the abutment, C, what will be the total compressive stress in post No. 2 due to dead and live load ?
(I.C.E., Oct., 1900.) 35. In the railway bridge above described, the end-posts are vertical and the girders are supported beneath them upon rocker-bearings at A and roller-bearings at C, while the lower chords are united by wind-bracing.
Under ordinary working conditions, what external forces can you discover that would impose stress of any kind upon the first bar of the lower chord at eith
...er end of the span? (I.C.E., Oct., 1900.) 36. At the centre of a plate- webbed cross girder the section is made up as follows : — Web-plate 17 inches deep and J inch thick ; upper and lower flanges each formed of a plate 7£ inches tf £ inch, united to the web by a pair of angle-bars 3) inches x 3£ inches x } inch. Calculate the moment of inertia, I, of the section. (I.C.E., Oct., 1900.) 374 LECTURE XXXII.
37. If the bending moment at the centre of this cross girder is 60 foot- tons, what will be the maximum stress in the extreme fibres ?


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