l SHEAR ) AISC G p. 16.1-67
Background on shear (recall from deformable body mechanics):
Von M1ses y1eld cond1t10n: td = Fy / «B / (emp1r1cal)
.6 FyT note ME: 0.58 2 0.6)
AISC assumesj Tyld = 0
Elastic shear stress distribution in a
Design the following member subject to bi-aXial compression and bending. Use a W12 section.
Sidesway inhibited both directions (Kx = Ky = 1). Design the section using A992 Steel (Fy = 50
Service loads given.
At end A:
m CUNIBINED AXIAL FORCE AND
AISC Manual Part 6 and AISC Specication Chapters B, C (Appendix 8), D, E,
F, H, J, L NW, : _L, in Mall) on Eqaczbmy . he w number my; C(Imbg I
arm/11' am phficu'trm (la/f) mam; WOW/'3