Engineering, 08.02.2020 03:40 kendrabrown41
Aglulam roof beam is to span 20'-0" for these conditions: . wd 200 plf ws = 300 plf member size = 5" x 19-1/4" glulam bending stress class 24f-1.7e sp unbraced length, lu o feet moisture content, m. c. < 16% deflection limits: as l/360 and l/240 · find each of these values:
a. nominal lrfd design values: fbnn, ex, and ey
b. adjusted lrfd design values: f'bn, fvn, e'x, and e'y
c. adjusted lrfd moment and shear resistances: m'n and vn
d. factored mu and vu values.
e. actual deflection, δ
f. determine if the member is adequate.
g. if so, how much camber should be provided?
Answers: 1
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Aturning operation is performed with following conditions: rake angle of 12°, a feed of 0.35 mm/rev, and a depth of cut of 1.1 mm. the work piece is aluminum alloy 6061 with t6 heat treatment (a16061-t6). the resultant chip thickness was measured to be 1.0 mm. estimate the cutting force, fc. use shear stress of 207 mpa and coefficient of friction on the tool face of 0.6.
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Aglulam roof beam is to span 20'-0" for these conditions: . wd 200 plf ws = 300 plf member size = 5...
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