# Joist CDE loaded as shown Joist CDE Wo= 13 lb/in, L=8ft, E=10^5 psi Joist CDE (DE...

###### Question:

Joist CDE

Wo= 13 lb/in, L=8ft, E=10^5 psi
Joist CDE (DE overhangs) 1.) Find deflection curve equation bw C to D and between D and E using 2nd order integration Wo y E с X 42 1441 2.) determine deflection Value and Slope at roller (E, I, Wo; L) 3.) shear force & bending Moment diajam 4. determine stress @.3-in. principle and 44 to the right of C 2) determine & show Stresses angle.
Wood (03.07 ection carve equation between c -42-42 +4477 (DE overhangs 1.) Find deflection carve Cand D and between D and E 2nd order integration. using 2.) find deflection value and slope at D(roller). (E, I, Wo; L) 3.) Construct Shear force and herding moment diagram. 4.) determine stress @3-in.+44 to the right of C 5.) determine & draw promeople stresses angle.

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