5828 GLENWOOD AVE VERIZON ANTENNA 2022-10-14

BY VALMONT INDUSTRIES FOR: GENERAL DYNAMICS 113.1667' POLE, SITE: WA6348 - GLENWOOD,WA re-analysi DATE 04/04/2019 Fuse 1.13.0.0 NUMBER SHIPPED PROJECTION GALVANIZED THREAD OF BOLTS DIAMETER LENGTH WEIGHT AS LENGTH LENGTH SIZE (IN.) (IN.) (KIPS) (IN.) (IN.) 10 1.750 66.00 0.63 BOLTS, TEMPLATES 9.00 66.00 5-UNC-2A STEEL STEEL MAXIMUM BOLT MAXIMUM BOLT FACTORED NOMINAL STRESS INTERACTION CONFIGURATION OF SPEC. SPECIF. FORCE SHEAR FORCE TENS. STRENGTH AREA VALUE BOTTOM END VALMONT (KIPS) (KIPS) (KIPS) (SQ. IN.) S23 A615 88.60 1.34 152.00 1.90 0.60 THREADED WITH HEAVY HEX HEAD NUT NOTE: BOLT INTERACTION VALUE WAS CALCULATED BY DIVIDING SHEAR FORCE BY FACTOR RELATED TO DETAIL TYPE d) IN EIA-G SPECS. *** BOLT COORDINATES (IN.) *** BOLT NO. X-COORD Y-COORD * BOLT NO. X-COORD Y-COORD 1 23.625 0.000 * 2 19.113 13.886 3 7.301 22.469 * MAX. BOLT CIRCLE = 47.25 IN. TEMPLATE DIAMETER = 50.75 IN. *** BASE PLATE CHARACTERISTICS GOVERNED BY LOADING CASE WIND *** BASE PLATE BASE PLATE ACTUAL RAW MATERIAL POLE DIAM. DIAMETER THICKNESS WEIGHT WEIGHT (MAJOR DIAM.) (IN.) (IN.) (KIPS) (KIPS) (IN.) 52.42 2.00 0.85 1.53 40.75 EFFECTIVE PLASTIC MOMENT IN PLASTIC FACTORED PLATE WIDTH SECTION MOD. BASE PLATE MOMENT RESISTING MOM. (IN.) (CU. IN.) (IN. -K) (IN. -K) (IN. -K) 12.80 12.80 287.96 640.10 576.09 STEEL STEEL EFFECTIVE STRESS SPECIE. SPECIE. YIELD STRESS RATIO VALMONT OTHER (KSI) S56 A572 50 0.50 ** LOADS AT POLE BASE IN THE GLOBAL COORDINATE SYSTEM ************************** LOADING CASES ************************* LOADING CASE IDENTIFICATION WIND ICE + WIND T+S Seismic ]MAX CRITERION- LOAD CASE MOMENT ABT. X-AXIS (IN-KIP) 9634 1954 2676 2067 ]MOMENT ABT. X WIND MOMENT ABT. Y-AXIS (IN-KIP) -8084 -1640 -2246 -1734 ]MOMENT ABT. Y WIND SHEAR FORCE (LB.,) 13425 2873 3743 2664 ]RES. MOMENT WIND VERTICAL FORCE (LB.) 15463 19889 12708 15227 ]SHEAR FORCE WIND ]BOLT FORCE WIND ]BOLT TENSION WIND I 22 22 4