Small wind / Buyer questions
Structure and civil works
Can a missing lattice-tower brace be treated as a minor incomplete item?
The short answer
A missing brace can change the structural system rather than merely reduce its completeness by one small component. Bracing transfers shear and restrains other members against buckling. Whether the remaining tower is stable depends on the actual arrangement and loading, including temporary erection conditions. The brace should not be treated as minor solely because it is lightweight.
Identify both functions of the brace
A diagonal may carry axial force as part of a triangulated load path. It may also shorten the effective unbraced length of a leg or neighboring member. Removing it can therefore increase demand and reduce resistance at the same time.
A drawing that shows only overall tower dimensions cannot establish these effects. Connection locations and the pattern of connected members define the relevant structural behavior.
Check the incomplete configuration
During assembly, a tower may temporarily lack several components that exist in the final design. Wind exposure, lifting reactions and support conditions in that state can differ substantially from normal operation.
A completed-tower capacity statement does not approve every intermediate configuration. Nor does apparently small wind at ground level demonstrate that an unassessed incomplete frame is stable. Temporary restraints must be part of the engineered installation arrangement.
Obtain a structural disposition
If a brace is missing, damaged or does not fit, identify the exact location and member before seeking review. The designer should determine the significance and the acceptable completed or temporary condition.
Do not substitute a rod, rope or welded piece based on visual similarity, and do not assume an adjacent brace can carry the additional load. For a MARSTON project using a third-party tower, confirm that the delivered member and connection set matches the assessed configuration. The decision concerns a physical structural load path, separate from a paperwork punch-list classification.
Sources
- AISC: Basic Design Values and Stability Methods
- Campbell Scientific: UT20/UT30 Universal Towers Manual
Examples are illustrative. Confirm product-specific performance, compatibility and supply scope in the applicable documents.