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I WinBeam By CAST TIME : 01/08/09 11:43:24 Page: 1 <br />I <br />************************************ <br />* SUMMARY OF THE INPUT INFORMATION <br />************************************ <br />TYPE OF THE PROBLEM : CONTINUOUS BEAM CALCULATION <br />* Types and the locations of the supports in Feet <br />Hinged support at X= 0.000 <br />Hinged support at X= 21.000 <br />* Total number of different materials 1 <br />From X= 0.000 to X= 25.000 E= 1.000 ksi <br />* Total number of different sections 1 <br />From X= 0.000 to X= 25.000 IX= 1.000 Inch**4 <br />* Note: loading acting directly at support will be ignored. <br />* Total number of concentrated loads 2 Unit Lb Feet <br />At X= 24.900 load P= -250.000 Moment= 0.000 <br />At X= 19.000 load P= -250.000 Moment= 0.000 <br />************************** <br />* SUMMARY OF THE RESULTS <br />************************** <br />* LENGTH UNIT Inch ; FORCE UNIT : Kip <br />* MAXIMUM VALUES <br />* Max. displacement is 23529.63931 at X= 150.000 <br />* Min. displacement is -35199.15345 at X= 300.000 <br />* Max. shear force is 0.27262 at X= 228.000 <br />* Min. shear force is -0.25000 at X= 288.000 <br />j WinBeam By CAST TIME : 01/08/09 11:43:24 Page: 2 <br />I <br />* Max. moment is 0.00000 at X= 298.800 <br />* Min. moment is -11.70000 at X= 252.000 <br />* TOTAL APPLIED LOADS <br />