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i Si
(mm)		 di
(mm)		 bi
(mm)		 ti
(mm)		 wi
(mm)
1 5000 310 254 19 9
i Span Type Tq
(kN.m or kN.m/m)		 xb
(mm)		 xd
(mm)
1 1 Point 10 2000 -
2 1 Point 5 4000 -
i Si
(mm)		 di
(mm)		 bi
(mm)		 ti
(mm)		 wi
(mm)
1 5000 310 254 19 9
i Span Type Tq
(kN.m or kN.m/m)		 xb
(mm)		 xd
(mm)
1 1 Point 10 2000 -
2 1 Point 5 4000 -
i Si
(mm)		 di
(mm)		 bi
(mm)		 ti
(mm)		 wi
(mm)
1 5000 310 254 19 9
i Span Type Tq
(kN.m or kN.m/m)		 xb
(mm)		 xd
(mm)
1 1 Point 10 2000 -
2 1 Point 5 4000 -
Torsional Analysis of Open Section Thin-Walled Beams (FEA)
General Information E = MPa u = mm X = Shape
Topic 3: Study of Connection Effect between Secondary Beam and Main Beam under Torque User ManualTopic 2: Analogy Between Torsion and Plane Bending (for your information) Torsional Analysis of Open Section Thin-Walled Beams (FEA)
Tq = kN.m i = xb = mm Loading # of Span Type
Left Supports at Ends Right
wi = mm i = Si = mm Spans mm di = bi = mm ti = mm
Review Report Download the Study Report   Topic 1: How to get Torsion for Beams with Moment Connection