hemesh005
Structural
- Mar 8, 2011
- 1
Hi All,
Section 7.4 of IS 6533 part 2 mentions not to include dynamic factor for defection check. Does this mean only static wind load from IS 875 part 3 shall be used for deflection check of steel stack.
same time section 8.3.7 of IS 6533 provides deflection formula for static and dynamic loads. what is purpose of this deflection calculation and what is allowable limit when wind deflection due to static and dynamic is considered?
Section 7.4 of IS 6533 part 2 mentions not to include dynamic factor for defection check. Does this mean only static wind load from IS 875 part 3 shall be used for deflection check of steel stack.
same time section 8.3.7 of IS 6533 provides deflection formula for static and dynamic loads. what is purpose of this deflection calculation and what is allowable limit when wind deflection due to static and dynamic is considered?
