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18-19350
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18-19350
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Last modified
2/1/2019 7:29:31 AM
Creation date
2/1/2019 7:28:49 AM
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Building Department
Company Name
CITY OF ZEPHYRHILLS
Building Department - Doc Type
Permit
Permit #
18-19350
Building Department - Name
CITY OF ZEPHYRHILLS
Address
38122 HENRY DR
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i January 08, 2018 <br /> 190 Ft Self Support Tower Structural Analysis CC/BU No 826548 <br /> Project Number 1509258,Application 412946, Revision 0 Page 11 <br /> I <br /> Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt <br /> Section Elevation Spacing Type K Brace Horizontals Offset Offset <br /> End <br /> ft ft Panels in in <br /> T1 190.0000- 5.0000 X Brace No No 0.0000 0.0000 <br /> 180.0000 <br /> T2 180.0000- 5.0000 X Brace No No 0.0000 0.0000 <br /> 160.0000 <br /> T3 160.0000- 6.6667 X Brace No No 0.0000 0.0000 <br /> 140.0000 <br /> T4 140.0000- 6.6667 X Brace No No 0.0000 0.0000 <br /> 120.0000 <br /> T5 120.0000- 6.6667 X Brace No No 0.0000 0.0000 <br /> 113.3333 <br /> T6 113.3333- 6.6667 X Brace No No 0.0000 0.0000 <br /> 106.6667 <br /> T7 106.6667- 6.6667 X Brace No No 0.0000 0.0000 <br /> 100.0000 <br /> T8 100.0000- 10.0000 X Brace No No 0.0000 0.0000 <br /> 80.0000 <br /> T9 80.0000- 10.0000 X Brace No No 0.0000 0.0000 <br /> 70.0000 <br /> T10 70.0000- 10.0000 X Brace No No 0.0000 0.0000 <br /> 60.0000 <br /> T11 60.0000- 10.0000 X Brace No No 0.0000 0.0000 <br /> 40.0000 <br /> T12 40.0000- 10.0000 X Brace No No 0.0000 0.0000 <br /> 30.0000 <br /> T13 30.0000- 10.0000 X Brace No No 0.0000 0.0000 <br /> 20.0000 <br /> T14 20.0000-0.0000 10.0000 X Brace No No 0.0000 0.0000 <br /> Tower Section Geometry (cont'd) <br /> Tower Leg Leg Leg Diagonal Diagonal Diagonal <br /> Elevation Type Size Grade Type Size Grade <br /> ft <br /> T1 190.0000- Pipe Pipe 2.5 STD A53-B-46 Equal Angle L1 3/4xl 3/43/16 A36 <br /> 180.0000 (46 ksi) (36 ksi) <br /> T2 180.0000- Pipe PIPE 3.5 STD A53-13-46 Equal Angle L2x2x3/16 A36 <br /> 160.0000 (46 ksi) (36 ksi) <br /> T3 160.0000- Pipe Pipe 5 STD A53-13-46 Double Equal 21-2 1/2x2 1/2x3/16x3/8 A36 <br /> 140.0000 (46 ksi) Angle (36 ksi) <br /> T4 140.0000- Pipe Pipe 8 STD A53-13-46 Equal Angle L3x3x3/16 A36 <br /> 120.0000 (46 ksi) (36 ksi) <br /> T5 120,0000- Pipe Pipe 8 STD A53-B-46 Equal Angle L3x3x3/16 A36 <br /> 113.3333 (46 ksi) (36 ksi) <br /> T6 113.3333- Pipe Pipe 8 STD A53-1346 Equal Angle L3x3x3/16 A36 <br /> 106.6667 (46 ksi) (36 ksi) <br /> T7 106.6667- Pipe Pipe 8 STD A53-B-46 Double Equal 2L3x3x3/16xl/2 A36 <br /> 100.0000 (46 ksi) Angle (36 ksi) <br /> T8 100.0000- Pipe Pipe 10 STD(SCH40) A53-B-46 Equal Angle L3 1/2x3 1/2x1/4 A36 <br /> 80.0000 (46 ksi) (36 ksi) <br /> T9 80.0000- Pipe Pipe 10 STD(SCH40) A53-B-46 Equal Angle L3 1/2x3 1/2xl/4 A36 <br /> 70.0000 (46 ksi) (36 ksi) <br /> T10 70.0000- Pipe Pipe 10 STD(SCH40) A53-B-46 Double Equal 21-3 1/2x3 1/2xl/4xl/2 A36 <br /> 60.0000 (46 ksi) Angle (36 ksi) <br /> T11 60.0000- Pipe Pipe 12 STD A53-B-46 Equal Angle L3 1/2x3 1/2x3/8 A36 <br /> 40.0000 (46 ksi) (36 ksi) <br /> T12 40.0000- Pipe Pipe 12 STD A53-13-46 Equal Angle L3 1/2x3 1/2x3/8 A36 <br /> 30.0000 (46 ksi) (36 ksi) <br /> T13 30.0000- Pipe Pipe 12 STD A53-B-46 Double Equal 21-3 1/2x3 1/2x3/8xl/2 A36 <br /> 20.0000 (46 ksi) Angle (36 ksi) <br /> T14 20.0000- Pipe Pipe 12 XH A53-B-46 Equal Angle L4x4x3/8 A36 <br /> 0.0000 (46 ksi) (36 ksi) <br /> tnxTower Report-version 7.0.5.1 <br />
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