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saddle design
what are the last resort when we are designing horizontal vessel containing saddle structure Trial 5: Move saddles to A = 0.2L and saddle angle= 120 and design ring stiffeners in the plane of the saddles if vessel is not stable inspite of using 3 stiffners right over the saddle next step...- knowseeker1
- Thread
- Replies: 3
- Forum: Structural engineering general discussion
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deflection control of tall cantilever beam
hello everyone i had one question as follows i am using tall column of 1000 mm and 30 m tall material i am using is austenitic stainless steel type 304 for shell but i am not getting deflection control of 6 ft per 100 inch i had tried increasing the skirt thickness same as my shell thickness...- knowseeker1
- Thread
- Replies: 3
- Forum: Structural engineering general discussion
