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similar to problem 2717 except xa -5253 mm ya 6967 mm xb 2630 mm yb -5929 mm line length ab 4706 ft and elevations
compute the elevations of points a and b in problem 2720problem 2720similar to problem 2719 except the air base is 6940
aerial photography is to be taken of a tract of land that is x mi square flying height will be h ft above average
determine the height of a radio tower which appears on a vertical photograph for the following conditions of flying
on the photograph of problem 2712 the image d of a third point d appearsits elevation is hd 1195 ft and its photo
on the photograph of problem 2712 the image c of a third point c appears its elevation hc 1365 ft and its photo
name and describe the different simple spatial objects used for representing graphic data in digital formwhich objects
problems involve using wolfpack with images 5 and 6 on the companion websitethe ground coordinates of the paneled
to what wavelengths of electromagnetic energy is the human eye sensitive what wavelengths produce the colors blue green
aerial photography was taken at a flying height h ft above average terrain if the camera focal plane dimensions are
determine the reactions at the support of the cantilever shown in figure s19 the applied loading consists of the
the circular pipe shown in figure s610 has two concentrated loads applied as shown determine the bending moments
determine the bending moments produced at the joints of the rigidly jointed frame shown in figure s77by the indicated
determine the influence line ordinates for r1 for the two-span pin-jointed truss shown in figure s54as unit load
the two-span continuous beam shown in figure s51has a second moment of area that varies linearly from a maximum value
set up the stiffness matrix for the pile group shown in figure s105and determine the force in each pile the piles are
the members of the right grid shown in figure s98 are of uniform section and the grid is to collapse under the loading
the members of the rigid frame shown in figure s94have the relative plastic moments of resistance shown ringed and the
figure s83shows a pin-jointed frame with a vertical load of 10 kips applied to node 1 a model is constructed to a
the members of the vierendeel girder shown in figure s95have the relative plastic moments of resistance shown ringed
the symmetrical two-hinged arch shown in figure s107has a constant second moment of area and the arch axis is defined
a rectangular portal frame of uniform section is hinged at the base and subjected to the loads shown in figure s92 the
figure s91shows a continuous beam of total length l with a uniform plastic moment of resistance mp supporting a
all the members of the rigid frame shown in figure s114are of uniform section and the frame is hinged at supports 1 and
set up the stiffness matrix and determine the value of w in terms of the euler load at which elastic instability occurs