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?

Agas contained within a piston-cylinder assembly e end nation about same energy states, 1 and 2, where pi 10 bar, v undergoes two processes, a and b, between the sam 0.1 m3, ui-400 kj and p2 1 bar, v2 1.0 m2, u2 200 kj: process a: process from 1 to 2 during which the pressure- volume relation is pv constant process b: constant-volume process from state 1 to a pressure of 2 bar, followed by a linear pressure-volume process to +20 0 state 2 kinetic and potential energy effects can be ignored. for each of the processes a and b, (a) sketch the process on p-v coordinates, (b) evaluate the work, in kj, and (c) evaluate process the heat transfer, in kj