20' self-supporting tower section.
- one 20' tower section w/bolts.
- 18" width @ base
- 18" width @ top
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$2,373.60 20' self-supporting tower.
- tower PN - DT/SST20'/18"
- One 20' tower Section H1.
- 400 lbs. section weight.
- 65 FT/2 EPA (Effective Projected Area) 80 mph
$931.50 DES-1 (direct embedment section)
- DES approximate weight 200 lbs.
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GPT 20' self-supporting tower
Click here to see the Tower drawing.
Click here to see the MAT SS Foundation Drawing.
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40' of self-supporting tower sections.
- two 20' tower sections w/bolts.
- 24" width @ base
- 18" width @ top
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$5,354.40 40' of self-supporting tower.
- tower PN - DT/SST40'/24"
- Two sections H1 & H2.
- 900 lbs. Total sections weight
- 60 FT/2 EPA (Effective Projected Area) 80 mph
$1,279.95 DES-2 (direct embedment section)
- DES approximate weight 250 lbs.
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GPT 40' self-supporting tower
Click here to see the Tower drawing.
Click here to see the MAT SS Foundation Drawing.
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50' of self-supporting tower sections.
- two 20' tower sections w/bolts.
- one 10' DT/FST10/18 tower section w/bolts.
- 24" width @ base
- 18" width @ top
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$6,868.61 50' of self-supporting tower.
- tower PN - DT/SST50'/24"
- Two sections H1 & H2.
- One DT/FST10/18 standard 10 feet tall section
- 1185 lbs. Total section weight
- 45 FT/2 EPA (Effective Projected Area) 80 mph
$1,279.95 DES-2 (direct embedment section)
- DES approximate weight 250 lbs.
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GPT 50' self-supporting tower
Click here to see the Tower drawing.
Click here to see the MAT SS Foundation Drawing.
Example Drawings:
Click here to see the Tnx Eng Tower Drawing
Click here to see the 50' SS Tower with 4' dish drawing
Click here to see the ballast foundation with 50' SS Tower Drawing.
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60' of self-supporting tower sections.
- Three 20' tower sections w/bolts.
- 30" width @ base
- 18" width @ top
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$9,494.40 60' self-supporting tower.
- tower PN - DT/SST60'/30"
- Three Sections H1, H2 & H3.
- 1,600 lbs. Total sections weight
- 55 FT/2 EPA (Effective Projected Area) 80 mph
$1,352.40 DES-3 (direct embedment section)
- DES approximate weight 300lbs.
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GPT 60' self-supporting tower
Click here to see the Tower drawing.
Click here to see the MAT SS Foundation Drawing.
Ballast Tray Hand Calculations
Example PE stamped Drawings:
Click here to see the PE Stamped Tower Drawing on Ballast Tray
Click here to see the PE stamped TNX drawing
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70' of self-supporting tower sections.
- three 20' tower sections w/bolts.
- one 10' DT/FST10/18 tower section w/bolts.
- 30" width @ base
- 18" width @ top
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$11,008.61 70' self-supporting tower.
- tower PN - DT/SST70'/30"
- Three Sections H1, H2 & H3
- One DT/FST10/18 standard 10 feet tall section
- 1,885 lbs. Total sections weight
- 40 FT/2 EPA (Effective Projected Area) 80 mph
$1,352.40 DES-3 (direct embedment section)
- DES approximate weight 300lbs.
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GPT 70' self-supporting tower
Click here to see the Tower drawing.
Click here to see the MAT SS Foundation Drawing.
70' SS Tower on Ballast Tray (TIA-222-H)
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80' of self-supporting tower sections.
- Four 20' tower sections w/bolts.
- 36" width @ base
- 18" width @ top
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$13,882.80 80' self-supporting tower.
- tower PN - DT/SST80'/36"
- Four Sections H1, H2, H3 & H4.
- 2,500 lbs. Total sections weight
- 50 FT/2 EPA (Effective Projected Area) 80 mph no ice tower.
$1,762.95 DES-4 (direct embedment section)
- DES approximate weight 400lbs.
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GPT 80' self-supporting tower
Click here to see the Tower drawing.
Click here to see the MAT SS Foundation Drawing.
Click here to see the PE stamped SS tower mat foundation
Click here to see the PE stamped 80’ SS tower & foundation
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90' of self-supporting tower sections.
- Four 20' tower sections w/bolts.
- one 10' DT/FST10/18 tower section w/bolts.
- 36" width @ base
- 18" width @ top
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$15,397.01 90' self-supporting tower.
- tower PN - DT/SST90'/36"
- Four Sections H1, H2, H3 & H4
- One DT/FST10/18 standard 10 feet tall section
- 2,785 lbs. Total sections weight
- 35 FT/2 EPA (Effective Projected Area) 80 mph no ice tower.
$1,762.95 DES-4 (direct embedment section)
- DES approximate weight 400lbs.
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GPT 90' self-supporting tower
Click here to see the Tower drawing.
Click here to see the MAT SS Foundation Drawing.
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100' of self-supporting tower sections.
- Five 20' tower sections w/bolts.
- 42" width @ base
- 18" width @ top
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$19,927.20 100' self-supporting tower.
- Tower PN - DT/SST100'/42"
- Five Sections H1, H2, H3, H4 & H5.
- 3,600 lbs. Total approximate sections weight
- 45 FT/2 EPA (Effective Projected Area) 80 mph
$2,101.05 DES-5 (direct embedment section)
- DES approximate weight 500lbs.
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GPT 100' self-supporting 18 straight top Tower
Tower drawing
ND PE stamped tower & foundation drawing
PE analysis
MAT SS Foundation Drawing
Example - Pad and Pier Foundation Design Drawing
Example Towers:
100 FT SS Tower 42" wide base. Mahnomen MN county.
Tower and Tnx drawing
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110' of self-supporting tower sections.
- Five 20' tower sections w/bolts.
- one 10' DT/FST10/18 tower section w/bolts.
- 42" width @ base
- 18" width @ top
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$21,441.41 110' self-supporting tower.
- Tower PN - DT/SST110'/42"
- Five sections H1, H2, H3, H4 & H5
- One DT/FST10/18 standard 10 feet tall section
- 3,885 lbs. Total approximate sections weight
- 30 FT/2 EPA (Effective Projected Area) 80 mph
$2,101.05 DES-5 (direct embedment section)
- DES approximate weight 500lbs.
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GPT 110' self-supporting 18 straight top Tower
Click here to see the Tower drawing.
Click here to see the MAT SS Foundation Drawing.
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120' of self-supporting tower sections.
- Six 20' tower sections w/bolts.
- 48" width @ base
- 18" width @ top
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$27,489.60 120' self-supporting tower.
- Tower PN - DT/SST120'/48"
- Six Sections H1, H2, H3, H4, H5 & H6.
- 5000 lbs. total approximate sections weight
- 40 FT/2 EPA (Effective Projected Area) 80 mph
$3,067.05 DES-6 (direct embedment section)
- DES approximate weight 600lbs.
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GPT 120' self-supporting tower
Click here to see the Tower drawing.
Click here to see the MAT SS Foundation Drawing.
Example - Pad and Pier Foundation Design Drawing.
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130' of self-supporting tower sections.
- Six 20' tower sections w/bolts.
- one 10' DT/FST10/18 tower section w/bolts.
- 48" width @ base
- 18" width @ top
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$29,003.46 130' self-supporting tower.
- Tower PN - DT/SST130'/48"
- Six Sections H1, H2, H3, H4, H5 & H6.
- One DT/FST10/18 standard 10 feet tall section
- 5285 lbs. Total approximate sections weight
- 25 FT/2 EPA (Effective Projected Area) 80 mph
$3,067.05 DES-6 (direct embedment section)
- DES approximate weight 600lbs.
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GPT 130' self-supporting tower
Click here to see the Tower drawing.
Click here to see the MAT SS Foundation Drawing.
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140' of self-supporting tower sections.
- Seven 20' tower sections w/bolts.
- 54" width @ base
- 18" width @ top
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$36,349.20 140' self-supporting tower.
- Tower PN - DT/SST140'/54"
- Seven Sections H1, H2, H3, H4, H5, H6 & H7.
- 6,700 lbs. tower sections weight
- 35 FT/2 EPA (Effective Projected Area) 75 mph
$3,598.35 DES-7 (direct embedment section)
- DES approximate weight 700 lbs.
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GPT 140' self-supporting tower
Click here to see the Tower drawing.
Click here to see the MAT SS Foundation Drawing.
Example - Pad and Pier Foundation Design Drawing.
Click here to see the Structural Analysis Report
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150' of self-supporting tower sections.
- Seven 20' tower sections w/bolts.
- one 10' DT/FST10/18 tower section w/bolts.
- 54" width @ base
- 18" width @ top
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$37,776.12 150' self-supporting tower.
- Tower PN - DT/SST150'/54"
- Seven Sections H1, H2, H3, H4, H5, H6 & H7.
- One DT/FST10/18 standard 10 feet tall section
- 6,950 lbs. tower sections weight
- 15 FT/2 EPA (Effective Projected Area) 75 mph
$3,598.35 DES-7 (direct embedment section)
- DES approximate weight 700 lbs.
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GPT 150' self-supporting tower
Click here to see the Tower drawing.
Click here to see the MAT SS Foundation Drawing.
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160' of self-supporting tower sections.
- Eight 20' tower sections & one 10' w/bolts.
- 54" width @ base
- 18" width @ top
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$39,201.66 160' self-supporting tower.
- Tower PN - DT/SST160'/54"
- Eight Sections H1, H2, H3, H4, H5, H6, H7 + 20' straight section
- 6,985.lbs. tower sections weight
- 20 FT/2 EPA (Effective Projected Area) 70 mph
$3,598.35 DES-7 (direct embedment section)
- DES approximate weight 700 lbs.
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160-ft-self-supporting-tower-54-to-12-tower
Click here to see the Tower drawing.
Click here to see the MAT SS Foundation Drawing.
Example - Pad and Pier Foundation Design Drawing.
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