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Title: Job# <br /> ' Dsgnr: Date: 11:14AM, 5 FEB 22 <br /> Description : tG� <br /> Scope: <br /> Rev: 580000 <br /> User:KW-0600346,ver5.8.0,1-Nov-2006 Beam on Elastic Foundation Page 1 <br /> (c)1983-2006 ENERCALC Engineering Software <br /> Description Footing at Service Drive SW <br /> _General Information <br /> Beam Span 31.500 ft Elastic Modulus 3,122.0 ksi Load Factoring... <br /> Depth 18.00 in Subgrade Modulus 150.00 pci Dead Loads 1.000 <br /> Width 36.00 in I Gross 17,496.00 in4 Live Loads 1.000 <br /> Left End Fixity Free Beta 4.739 Short Term Loads 1.000 <br /> Right End Fixity Free Overall Factor 1.000 <br /> Load Combination DL+LL+ST Deflections Calc'd using Unfactored Loads <br /> Rotations Calc'd using Unfactored Loads <br /> Soil Pressure Calc'd using Factored Loads <br /> Uniform Loads <br /> #1 Dead Load 0.675 k/ft Live k/ft Short Term k/ft <br /> Start X 0.000 ft End X ft <br /> Moments <br /> Dead Load Live Load Short Term Load Location <br /> #1 11.00 k-ft k-ft k-ft 1.400 ft <br /> #2 22.70 k-ft k-ft k-ft 15.750 ft <br /> #3 11.00 k-ft k-ft k-ft 30.000 ft <br /> Summary <br /> ('" Max Shear 2.10 k at 15.750 ft Defl:a 0.018 in R:a 0.00 k <br /> Min Shear 0.00 k at 31.499 ft Defl:b 0.003 in R:b 0.00 k <br /> Max Moment 11.09 k-ft at 15.624 ft Max Defl 0.00 in at 0.000 ft Ma 0.00 k-ft <br /> Min Moment -11.35 k-ft at 15.750 ft Min Deft -0.02 in at 0.000 ft Mb 0.00 k-ft <br /> Max Rotation 0.00012 rad at 1.386 ft Max SP 378.69 psf at 0.000 ft Theta:a 0.00012 rad <br /> Min Rotation 0.00000 rad at 9.828 ft Min SP 0.00 psf at 0.000 ft Theta:b 0.00012 rad <br /> Rotations Calc'd using Unfactored Loads <br /> Deflections Calc'd using Unfactored Loads /1 4`/0 fi ,,, <br /> Soil Pressure Calc'd using Factored Loads �/Vl <br /> J - )5- I \2 <br /> Litt, ‹- I► S(49;i) -v 3//5/` <br /> L <br /> CM, -- igt0(Olt +0/NO 0 ', 75 <br /> A I/ 5-(t h 5) 4,6 a 5;(P-b /4 <br /> ij- , 0, 07 Ed,-1-4-3-767F11 11413 (kr) -r- 6, n,z ffl , 6, <br /> ►WA 6. 10 ( Coe./ le'") �, I°( i'A - �uJ ��� <br />