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' Job Page <br /> '� ������ Paine Field (BU 856390} 19 of 20 <br /> Tower Engineering Project Date <br /> Professionals TEP No. 62974.134464 11:27:41 09/29/17 <br /> 326 Tryon Roud <br /> Raleigh,NC 27603 Client <br /> Phone:(919)66/-6351 CfOWCI CBStI@ Designed by <br /> FAX:(919)661-6350 R1tVV@3VI� <br /> Section Elevation Size L L„ Kl/r A Pu �p� Rutio <br /> No. pu <br /> ,f� ft ft in� lb lb p�� <br /> T3 60-40 L13/4x13/4x1/8 2.77 2.77 60.9 0.4219 ]065 13669 0.078' <br /> T4 40-30 L13/4x13/4x1/8 2.98 2.98 65.6 0.4219 1260 13669 0.092' <br /> TS 30-20 L13/4x13/4x1/8 3.18 3.18 70.0 0.4219 1462 13669 0.107� <br /> T6 20-10 LI3/4x13/4x1/8 338 3.38 74.3 0.4219 1667 13669 0.122' <br /> T7 10-0 L13/4x13/4x1/8 3.64 3.64 80.0 0.4219 1846 13669 0.135' <br /> � �„ /pP„controls <br /> Redundant Diagonal (1) D�sign Dat� (TE�nsion)` <br /> Section Elevation Size L L„ Kl/r A P„ �P„ Ratio <br /> No. Pu <br /> fr ft ft in� lb lb p <br /> T3 60-40 LI 3/4x1 3/4x1/8 5.52 5.52 121.4 0.4219 ]152 13669 0.084' <br /> T4 40-30 L2x2x1/8 5.73 5.73 109.7 0.4844 1208 15694 0.077' <br /> TS 30-20 L2x2x1/8 5.82 5.82 111.6 0.4844 1337 15694 0.085' <br /> T6 20-10 L2x2x]/8 5.90 5.90 113.0 0.4844 1454 15694 0.093' <br /> T7 10-0 L2x2x1/8 6.04 6.04 115.7 0.4844 1532 15694 Q.098� <br /> � �'„ ��P,�COIITSOIS <br /> Inner Bracing Design Data (Tension) <br /> Section Elevution Size L L„ Kl/r A P„ �p„ Ratio <br /> No. P <br /> ft ft ft inZ lb lb p� <br /> T3 60-40 L13/4x13/4x1/8 5.54 5.54 121.8 0.4219 3 13669 0.000' <br /> T4 40-30 LI 3/4x1 3/4x1/8 5.97 5.97 131.3 0.4219 3 13669 0.000� <br /> TS 30-20 L] 3/4xl 3/4x1/8 6.36 6.36 140.0 0.4219 3 13669 0.000' <br /> T6 20-10 L2x2x1/8 6.76 6.76 129.5 0.4844 2 15694 0.000' <br /> T7 ]0-0 L2x2x1/8 7.28 7.28 139.4 0.4844 1 15694 0.000' <br /> � P„ /QY„COI]trO1S <br /> Section Capacity Table <br /> Section ��evation Co�nponent SiZe Critical P pF'�uow % Pass <br /> N�. ft Type Element lb lb Cupaeiry Fail <br /> T 1 100-80 Leg BP 8x0.25 2 -24282 49851 48.7 Pass <br /> T2 80-60 Leg BP 9x0.375 26 -46751 103669 45.1 Pass <br /> T3 60-40 Leg BP 9x0.375 47 -61401 122521 501 Pass <br /> T4 40-30 Leg BP l OxOS 98 -72630 189258 38.4 Pass <br /> TS 30-20 Leg BP]OxOS 125 -84282. 189258 44.5 Pass <br /> T6 20-10 Leg BP]Ox0.5 152 -96048 189210 50.8 Pass <br /> T7 10-0 Leg BP]OxOS 179 -]06421 189210 56.2 Pass <br /> T 1 ]00-80 Diagonal L3x3x3/16 7 -3370 18405 18.3 Pass <br /> 29.8(b) <br /> T2 80-60 Diagonal L3x3x1/4 28 -3788 21386 17.7 Pass <br /> 30.5(b) <br /> T3 60-40 Diagonal 2L2x2x3/16x3/8 50 -7350 12301 59.8 Pass <br />