150' Self Supporting Tower (AW-22-003A)
Please contact Stacey Elliott, 989-941-1346, or Kevin Graham, 281-944-4222, if you have any questions.
Seller shall load on Buyer's safe and appropriate carrier for removal from Equipment location.
150' Self Supporting Tower
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| Bidding Ends: | Wed, Dec 14 2:00:00 pm CT | |
| Bidding Ended: | Wed, Dec 14 2:00:00 pm CT | |
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ASK ABOUT THIS ITEM
| Low | High | Increment |
|---|---|---|
| $ 0.00 | $ 101.00 | $ 5.00 |
| $ 101.01 | $ 1,000.00 | $ 10.00 |
| $ 1,000.01 | $ 5,000.00 | $ 50.00 |
| $ 5,000.01 | $ 50,000.00 | $ 100.00 |
| $ 50,000.01 | $ 100,000.00 | $ 500.00 |
| $ 100,000.01 | $ 100,000,000.00 | $ 1,000.00 |
150' Self-Supporting Tower located in Chesterfield, MO
The main tower is a 3x free standing tower with an overall height of 150.00 ft above the ground line. The base of the tower is set at an elevation of 0.00 ft above the ground line.
The face width of the tower is 3.00 ft at the top and 12.75 ft at the base.
There is a 3 sided latticed pole with a face width of 3.00 ft.
This tower is designed using the TIA-222-H standard.
The following design criteria apply:
Tower base elevation above sea level: 0.00 ft.
Basic wind speed of 120 mph.
Risk Category IV.
Exposure Category C.
Simplified Topographic Factor Procedure for wind speed-up calculations is used.
Topographic Category: 1.
Crest Height: 0.00 ft.
Deflections calculated using a wind speed of 60 mph.
Tower designed for Step Bolts..
Tower designed for feedlines to be supported with waveguide ladder(s)..
All bolted legs and/or weld together tower sections have flange connections..
Structural connections use galvanized A325 bolts and/or equivalent with nuts and/or nut locking devices. Installation per TIA/EIA-222 and AISC Specifications..
Tower members are ''hot dipped'' galvanized in accordance with ASTM A123 and ASTM A153 Standards..
All structural steel welding will be in compliance with AWS D1.1 latest revision and fabricated with ER-70S-6 electrodes..
All antenna and feedline loading is assumed to be placed symetrically about the centroid of the structure..
A non-linear (P-delta) analysis was used.
Pressures are calculated at each section.
Stress ratio used in latticed pole member design is 1.
Stress ratio used in tower member design is 1.
Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered.
Please make sure you have read the terms of this auction before bidding.
Inspection: Please contact Stacey Elliott, 989-941-1346, or Kevin Graham, 281-944-4222, if you have any questions.
Payment Due: Full payment must be made within 3 days of receipt of invoice.
Payment Methods: We accept cashiers checks and wire/bank transfer.
Sales Tax: All sales will be charged sales tax unless bidder uploads valid tax exempt resale certificate to the My Account area.
Removal: All items must be removed within 10 business days of release date at buyer expense.
Removal Assistance: Seller shall load on Buyer's safe and appropriate carrier for removal from Equipment location.
If material will be exported, buyer is responsible for completing all required customs documentation. If someone other than you is picking up your auction purchases, please CLICK HERE to fill out the authorization form so that we can release your items to your authorized agent.
All items are sold "as-is" and "where-is" with no warranties expressed or implied.
SELLER reserves the right to reject any or all bids. Only the successful bidder will be notified of awards. Payment is by Cashiers Check or Wire Transfer and due upon receipt of notification of award. Buyer to bear charges for all incoming/outgoing bank charges during payment. All sales will be charged sales tax unless a valid resale tax exemption certificate is uploaded to the My Account area. Equipment to be removed from property within ten (10) days at buyer's expense. Seller's description of material is based on the best available information, seller provides no express warranties and/or guarantees as to the quantity, quality and/or fitness for any use or purpose.
