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<br />30-0ct-03 <br /> <br />FILE: <br />.xIs <br /> <br />Job Name: SouthTrust Bank <br /> <br />~ <br /> <br />ACCORD <br />INDUSTRIES <br />400 I Forsyth Rd <br />Winter Park, FL 32792 <br /> <br />Customer: Advanced Power T ecbnologies <br />Item: 1 <br />Design Wind Speed: 140 mph <br /> <br />Ph. (800)477-7675 <br />Fax (407)671-7676 <br /> <br />General Pole and Loading Information <br /> <br />Pole Length <br />B~ Deoth <br />Height Above Ground <br />Wind Pressure <br />Drag Factor <br />Net Wind Pressure <br />Equivalent Wind Speed <br />Outside Taper <br />Tip Dia.(in.) <br />Percent P-A <br /> <br />35.0 ft. <br />60 ft <br />29.0 ft. <br />58.60 psf(includes oIf) <br />1.40 <br />92 psf on pole <br />151 mph <br />O.162"/ft. VoidDia. <br />4 1.5 <br />23.71% <br /> <br />{.;tlculatt": Nallr.lll Frp.qJJf"nt":)' hy Ralp.ie)t'( F.n~py Mp.thotf <br /> <br />1= 1.0 <br />Exposure Categmy: B <br />Kz= 0.753 <br />Kzt= 1.000 <br />G= 1.140 <br />Load Factor- 1.600 <br />Kd(pole)= 0.950 <br />Kd(fixtures)= 0.850 <br />Void Taper G. L. Width Butt Width Butt Area <br />0.000 0.0 9.7 3.17 <br /> <br />",.=(kIm)"' <br />where k=spring constant(lbs./in.)~P/y <br />and m=mass(slugs) <br /> <br />k= 49.04 lbs./in. <br />and m= 49.71 slugs <br />so w.= 0.993 cycles/sec. <br /> <br />Design Code ASCE 7-98 or AASHTO LTS-4 with Load Combinations per ASCE 7-98 2.3 <br /> <br /> <br />Pole Loads and Resulting Moments <br /> <br />EP A No. of Transverse Dist from <br />S . Ft. Loads bs Pole T <br /> <br />2.0 <br /> <br />Groundline <br />Pole wind <br /> <br />Total Applied Loads <br /> <br />Vert.DL fixt. <br />DL pole a.g. <br />Total vert ld <br />C.G. fixt Ill, <br />C.G. all Ids. <br /> <br />4.5 <br /> <br /> <br />]407 Ibs.Total <br /> <br />],716 Lbs. <br />1,601 Lbs. <br />3,317 Lbs. <br />28.0 ft. <br />15.4 ft. <br /> <br />Dist. off CIL -> <br />Fix DL moment -> <br />Moment Due to Wind= <br />Total Applied Moment= <br /> <br />DEFLECTION CALCULATIONS: <br />Deflection(before rotation) 34.1 in. <br />STRUCTIJRE DEFLECTIONS: <br />depth of rotation: <br />foundation rotation: <br />Tip deflection: <br />Fixture Deflection: <br />Defl. pole c.g.: <br />Percent P-Della to ult: <br /> <br />Oft. <br />o degrees <br />34.1 in. (inc!. rotation) <br />32.9 <br />9.5 <br />23.71% <br /> <br />264 <br /> <br />1.00 1716.0 0.10 0.5 <br />2.00 0.8 <br />4.00 1.5 <br />6.()() 2.4 <br />8.00 3.4 <br />10.00 4.6 <br />]2.00 5.9 <br />J4.()() 7.5 <br />16.00 9.2 <br />18.00 11.1 <br />20.00 13.2 <br />22.00 ]5.6 <br />24.00 18.2 <br />26.00 21.0 <br />2UJO 24.1 <br />30.00 27.4 <br />29.00 25.7 <br /> Moment Due to Wind= 17.9 <br /> 1,716 Ibs. 25.7 <br /> <br />264 Ibs. <br /> <br />0.27 ft. <br />469 ft.lbs. <br />I 7,884 ft.lbs. <br />25.7 ft.kips <br />Mu=Mom. + P-A= <br />Equivalent tip load= <br />Applied Torque- <br />A lied Shear- <br /> <br />31.8 ft.kips <br />1.18 kips <br />0.08 kip-ft. <br />1,671 Ibs.(P) <br /> <br />,pMn= <br />Mu/tPMn= <br />OLF= <br />uiv.B = <br /> <br />Deflection approximations: <br /> <br />Assume Fc cy]. <br />Modulus of elasticity = <br /> <br />12000 psi <br />6,244,037 psi <br /> <br />Tn. <br /> <br />34 ft.kips <br />93.6% <br />1.60 <br />19.1 ft.(h) <br /> <br /> <br />.~ <br />~ <br />.:::J <br /> <br />'J <br /> <br />A= 1.22 <br /> <br />so <br /> <br />Select Soil Type (1-5): 3 <br />Sl~ 800 psf <br /> <br />d- <br /> <br />d'- 6.0 <br /> <br />T otalload incl pole wind <br />Centroid from gnd, LI <br />L2=H-L1 ~ <br /> <br />1,67] lbs <br />28.0 ft <br />1.0 ft. <br /> <br />d'1d.. I.OS5 <br />Burial Depth OK, per UBC Method <br /> <br />Diameter of excavation: 30 in.(b) <br /> <br />T .ru!Irk crlr'r or lilt? <br />(Input:O ~ crk, I ~ ult.) <br /> <br />5.69 ft. <br /> <br />Table 18-I-A --Allowable Latera] Pressure <br />Class of Material <br />I Bedrock <br />2 Other rock <br />3 Gravel <br />4 Sand <br />5 Clay <br />6 Muck <br />7 Bad Muck <br /> <br />--'-'=Ilelta:. <br /> <br />Fixtures <br />Pole(A.G.) <br />Total <br /> <br />4.703 ft.kips <br />1,399 ft. kips <br />6,103 ft.kips <br /> <br />Total Deflection ... <br /> <br />9.79"10 of pole height <br /> <br />1200 <br />400 <br />200 <br />150 <br />100 <br />50 (Added) <br />25 (Added) <br /> <br />Sheet 2 <br />