CIVIL ENGINEER STATICS HW

ENGINEERING MECHANICS STATICS CE214
FALL 2020 – EXTRA CREDIT- Submit to D2L Dropbox – Due on 12/3/20 at 11:59pm.
The base of a bridge conciliate peace on stringer that conciliate be simply cherished by athwart base
beams, as in Fig. a. The ends of the beams conciliate be alike to the eminent joints of two
trusses, undivided of which is shown in Fig. b. As separate of the project of the bridge, it is desired to
simulate the consequence on this truss of driving a 3-kip deal aggravate the bridge. Knowing that the
distance betwixt the deal’s axles is b = 7.5 ft and bombastic that the heaviness of the deal is
equally orderly aggravate its indelicate wheels, verification computational software to investigate and concoct the
forces created by the deal in members BH and GH as a exercise of x restraint 0  x  57.5 ft.
From the results obtained,
determine:
(a)The utmost tensile restraintce
in BH,
(b)The utmost compressive
force in BH,
(c)The utmost tensile restraintce
in GH.
Indicate in each occurrence the
corresponding compute of x.
Fig. a
Fig. b

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