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17-18195
Zephyrhills
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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) 25 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)661-6351 Crown Castle �WB <br /> F.9JL (919)661-6350 <br /> Section Elevation Component Condition Gov. tLrial MajarAxis MinorAxis <br /> No. ft Type Load Moment Moment <br /> Comb. Ib [b-ft lb-ft <br /> Max.Vy 14 -445.73 -7000.55 -164 49 <br /> Ma�c.Vx 20 -2231.23 -570.25 -16412.90 <br /> Diagonal Max Tension 16 20995.28 0.00 0.00 <br /> Max.Compression 16 -21453.00 0.00 0.00 <br /> Ma�c.Mx 18 1581134 �9039 67.86 <br /> Maac.My 20 19950.22 �42.79 71.54 <br /> Max.Vy 18 146.49 �9039 67.86 <br /> Max.Vx 20 -9.46 0.00 0.00 <br /> T14 20-0 Leg Max Tension 7 516870.80 -5595.62 71.66 <br /> Max.Compression 18 -58080224 0.00 0.04 <br /> Max.Mx 6 483975.61 -5725.28 7625 <br /> Max.My 4 -23790.25 -515.63 -13522.67 <br /> Ma�c.Vy 14 -753.02 -5714.29 -70.30 <br /> Mas.Vx 20 1933.29 -530.52 -13522.40 <br /> Diagonal Max Tension 16 2146639 0.00 0.00 <br /> Max.Compression 16 -21779.54 0.00 0.00 <br /> Max.Mx 18 16341.01 308.06 -33.79 <br /> Max.My 20 2014430 281.92 -34.85 <br /> Ma�c.Vy 18 -89.94 308.06 -33.79 <br /> Max.Vx 20 4.74 0.00 0.00 <br /> Top Girt Max Tension 6 5886.85 0.00 0.00 <br /> Max.Compression 19 -5455.50 0.00 0.00 <br /> Ma�c.Mx 2 3222.77 -627.90 0.00 <br /> Max.My 2 -5359.06 0.00 15.10 <br /> Ma�c.Vy 2 127 71 0.00 0.00 <br /> Maac.Vx 2 -3.07 0.00 0.00 <br /> Maximum Reactions <br /> Location Condition Gov. Yenical Horizontal,X Horizontal,Z <br /> I.oad Ib 16 lb <br /> Comb. <br /> Leg C Max.Vert 18 597650.02 51251.64 -30153.93 <br /> Max.Hx 18 597650.02 51251.64 -30153.93 <br /> Max.H� 5 -476043.17 -40078.24 27317.20 <br /> Min.Vert 7 -531333.88 �6250.55 27211.17 <br /> Min.Hx 7 -531333.88 136250.55 27211.17 <br /> Min.H� 18 597650.02 51251.64 -30153.93 <br /> Leg B Max.Vert 10 594093.06 -51231.26 -29778.32 <br /> Max.Hx 23 -528830.18 46231.63 26868.18 <br /> Max.Hz 23 -528830.18 46231.63 26868.18 <br /> Min.Vert 23 -528830.18 46231.63 26868.18 <br /> Min.Hx 10 594093.06 -51231.26 -2977832 <br /> Min.H� 10 594093.06 -51231.26 -29778.32 <br /> Leg A Max.Vert 2 597428.47 315.60 59412.93 <br />' Max.Hx 21 17688.62 6713.12 1223.86 <br />, Max.H� 2 597428.47 -315.60 59412.93 <br /> Min.Vert 15 -529839.18 288.08 -53589.22 <br /> i Min.Hx 8 27565.78 -6723.27 1895.06 <br /> Min.H� 15 -529839.18 288.0H -53589.22 <br /> Tower Mast Reaction Summary <br />
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