Any one has literature or information on design of structural members made out of group of pipes?... i.e. bundled pipe column and beams.
How they behave under compression or bending?
How will be the connection look like between two different bundled beam and column?
Anyone has any idea or...
Hi friends,
As per BS 5950; the parameter (E) "Epsilon" =(275/Py)0.5 is used for Limiting width to thickness ratio for sections in Table 11. (where Py= Yield Strength of the Matl)
My questions:
01. Why does the Epsilon value get reduced for Higher Yield Matl/steel?
02. Can any one throw some...
thread507-210553
Hi
I am new to this forum; and it is my first post.
While browsing the above thread, few doubts came in my mind;
As per chas10 calc sheet; if the bolt load is 277 Kn per bolt; what will happen at rib/stiffener area? Resultant Hogging moments (due to either side of bolts...
