Vortex Shedding for Slender Vertical Vessel (CSA S6)

Canadian Codes

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i	L_i (mm)	D_i (mm)	t_i (mm)	NP_i	MA_i (kg)
3	5000	500	8	5	0
2	9000	800	8	9	0
1	8000	1000	10	8	0

i	L_i (mm)	D_i (mm)	t_i (mm)	NP_i	MA_i (kg)
3	5000	500	8	5	0
2	9000	800	8	9	0
1	8000	1000	10	8	0

i	L_i (mm)	D_i (mm)	t_i (mm)	NP_i	MA_i (kg)
3	5000	500	8	5	0
2	9000	800	8	9	0
1	8000	1000	10	8	0

Vortex Shedding for Slender Vertical Vessel (CSA S6)

General Information D₀ = mm kPa q₀ = Location: Cross Section: Concrete Steel Terrain Topology Mode Shape:

Review the Instruction

Reference: Canadian Highway Bridge Design Code, CSA S6 2006 Dynamics of Structures, Anil K. Chopra, Prentice Hall Finite Element Procedures, K. J. Bathe, Prentice Hall Vortex Shedding Induced Loads on Free Standing Structures I. Giosan

L_i = mm i = D_i = mm Information of Segment mm t_i = MA_i = kg NP_i =

Vortex Shedding for Slender Vertical Vessel (CSA S6)Review Report Sketch: