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17-18195
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17-18195
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Last modified
12/12/2017 1:17:00 PM
Creation date
12/12/2017 1:16:35 PM
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Building Department
Company Name
CITY OF ZEPHYRHILLS
Building Department - Doc Type
Permit
Permit #
17-18195
Building Department - Name
CITY OF ZEPHYRHILLS
Address
38122 HENRY DR
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Job Page <br /> ������� Pasco County (VS) (BU 826548) 22 of 34 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 48167.99008 09:39:06 10/10/16 <br /> 326 Tryon Rd. <br /> Raleigh,NC27603 Client Designed by <br /> Phone:(919)66]-6351 Crown Castle �WB <br /> FAX. (919)661-6350 <br /> Section Elevation Component Condition Gov. Axial MajorAris MinorAxis <br /> No. ft Type Load Moment Moment <br /> Comb. 16 16-ft lb-ft <br /> T2 180-160 Leg Max Tension 7 56019.04 164.85 -105.81 <br /> Max.Compression 18 -63658.10 630.69 -382.27 <br /> Max.Mx 8 -250730 1227.04 -16.13 <br /> Max.My 2 12975.17 126.17 -1135.06 <br /> Ma�c.Vy 20 -1713.53 ?8033 -246.55 <br /> Max.Vx 2 -1775.17 1.42 925.18 <br /> Diagonal Max Tension 5 8432.43 0.00 0.00 <br /> Max.Compression 16 -8493 49 0.00 0.00 <br /> Max.Mx 16 3985.77 29.79 -2.08 <br /> Max.My 4 -8141.61 -534 5.46 <br /> Max.Vy 16 -12.45 29 79 -2.08 <br /> Max.Vx 4 1.16 0.00 0.00 <br /> Top Girt Ma�c Tension 6 34 40 0.00 0.00 <br /> Max.Compression 19 �.99 0.00 0.00 <br /> Max.M�c 2 25.71 -57.97 0.00 <br /> Max.Vy 2 28.98 0.00 0.00 <br /> i T3 160-140 Leg Max Tension 7 111480.45 -1018.91 20.47 <br /> Max.Compression 18 -124806.09 443.40 -1.97 <br /> Max.Mx 6 109960.59 -1030.96 20.57 <br /> Max.My 8 -7140.43 -45.87 1556.73 <br /> Max.Vy 14 -1526.51 -641.11 �.OS <br /> Ma�c.Vx 20 -1408.73 29.64 -138.14 <br /> Diagonal Ma�c Tension 5 10963.97 0.00 0.00 <br /> Max.Compression 16 -11384 76 0.00 0.00 <br /> Max.Mx 18 7936.26 -116.60 26.32 <br /> Max.My 4 -9627.30 30.83 -31.09 <br /> I Max.Vy 18 38.45 -116.60 2632 <br /> Max.Vx 4 6.53 0.00 0.00 <br /> Top Girt Max Tension 6 346.01 0.00 0.00 <br /> Max.Compression 19 -212.58 0.00 0.00 <br /> Max.M�c 2 231.86 -85.04 0.00 <br /> Max.My 2 -184.52 0.00 2.05 <br /> Max.Vy 2 42.52 0.00 0.00 <br /> Ma�c.Vx 2 -1.02 0.00 0.00 <br /> T4 140-120 Leg Max Tension 7 174226.86 -1194.70 16.72 <br /> Max.Compression 18 -193405.87 2564.96 -6.62 <br /> Max.M�c 18 -193405.87 2564.96 -6.62 <br /> Max.My 4 -8688.17 -64.50 -2484 72 <br /> Maac.Vy 14 -340.32 -306.24 3.42 <br /> Max.Vx 8 �9839 -30.36 1983.91 . <br /> Diagonal Max Tension 17 1238623 0.00 0.00 <br /> Max.Compression 16 -12566.22 0.00 0.00 <br /> Max.M�c 18 9728.23 65.80 -6.91 <br /> Max.My 8 11969.95 55 78 736 <br /> Max.Vy 18 -23.04 65.80 -6.91 <br /> Max.Vx 4 -1.55 0.00 0.00 <br /> Top Girt Max Tension 6 2814 75 0.00 0.00 _ _ <br /> Max.Compression 19 -2420.82 0.00 0.00 <br /> Ma�c.M�c 2 1572.92 -124.16 0.00 <br /> Max.My 2 -2347.85 0.00 2.99 <br /> Max.Vy 2 5138 0.00 0.00 <br /> Max.Vx 2 -1.24 0.00 0.00 <br /> TS 120-113.333 Leg Max Tension 7 194790.62 -2312.23 7.25 <br /> Max.Compression 18 -215902.11 111932 -2.66 <br /> Mas.Mx 18 -215647.50 2564.96 -6.62 <br /> Max.My 4 -9530.63 -55.86 -2259 71 ' <br /> - Max.Vy 18 337.89 2564.96 -6.62 <br /> Max.Vx 8 1L29.92 -49.26 2232.08 <br /> Diagonal Max Tension 17 12662.81 0.00 0.00 <br /> Max.Compression 16 -12851.90 0.00 0.00 <br /> Max.M�c 6 10656.35 64.43 -1.08 <br />
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