7800 EVERGREEN WAY HYUNDAI 2025-08-05

Title: Job# Dsgnr: Date: 11:26AM, 5 FEB 22 Description : 1��j. Scope: v i Rev: 580000 c)i983-206 ENE?ver5.8.r neerv-20os Beam on Elastic Foundation Page 1 (c)1983-2006 ENERCALC Engineering Software Description Footing at Service Drive SW General Information Beam Span 34.250 ft Elastic Modulus 3,122.0 ksi Load Factoring... Depth 18.00 in Subgrade Modulus 150.00 pci Dead Loads 1.000 Width 36.00 in I Gross 17,496.00 in4 Live Loads 1,000 Left End Fixity Free Beta 5.153 Short Term Loads 1.000 Right End Fixity Free Overall Factor 1.000 Load Combination DL+LL+ST Deflections Calc'd using Unfactored Loads Rotations Calc'd using Unfactored Loads Soil Pressure Calc'd using Factored Loads Uniform Loads #1 Dead Load 0.675 k/ft Live k/ft Short Term k/ft Start X 0.000 ft End X ft Moments Dead Load Live Load Short Term Load Location #1 46.80 k-ft k-ft k-ft 3.000 ft #2 46.80 k-ft k-ft k-ft 20.000 ft #3 46.80 k-ft k-ft k-ft 31.500 ft Summary i' Max Shear 5.59 k at 26.304 ft Defl:a 0.036 in R:a 0.00 k Min Shear 0.00 k at 34.249 ft Defl:b 0.019 in R:b 0.00 k Max Moment 40.39 k-ft at 31.373 ft Max Defl 0.02 in at 34.250 ft Ma 0.00 k-ft Min Moment -40.73 k-ft at 3.014 ft Min Defl -0.04 in at 0.000 ft Mb 0.00 k-ft Max Rotation 0.00045 rad at 31.510 ft Max SP 781.17 psf at 0.000 ft Theta:a 0.00042 rad Min Rotation -0.00010 rad at 13.426 ft Min SP t0.00 psf at 0.000 ft Theta:b 0.00044 rad Rotations Calc'd using Unfactored Loads Deflections Calc'd using Unfactored Loads 9)(ti,iiOki-c• .0.fi, ,f Soil Pressure Calc'd using Factored Loads cW ), `° & r- 1 W '' Utt -• it 0--(1•11" ) zs,'0 0 t/e_ O1 EO(W� >e1l0") �, h 004 k iq-- 1, 651E4- d?o, a-ifigif ji‘ ie)t) - o * ,e- v.- , , , , , - nn ss,, ,�p�` d .B� 1AAl t t 4, z (�'1�f.1i I� /1 f ) 'c' /*'(L� l 1 6 d> o V- 'i