The width of unstiffened outstands in tension flanges of a steel beam should be limited to -
(a) 20 t
(b) 10 t
(c) h / 2
(d) b f / 2.
where t = thickness of the outstanding leg. A = height of the beam and bf = width of the flange.
The correct Answer Is
(b) 10 t
(a) 20 t
(b) 10 t
(c) h / 2
(d) b f / 2.
where t = thickness of the outstanding leg. A = height of the beam and bf = width of the flange.
The correct Answer Is
(b) 10 t
