AU members of the plane frame in Figure are A36 steel and bend about their strong axis when sidesway buckling OCCUTS. The girder is a W27 x 94. The left exterior column is rigidly connected to the girder, but the right exterior column is pinned at each end. Weak-axis column bracing is provided only at the column ends. For the factored loads shown, choose the lightest acceptable W14 for each column.
Already registered? Login
Not Account? Sign up
Enter your email address to reset your password
Back to Login? Click here