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WinBeam By CAST TIME : 01/08/09 11:49:30 Page: 1 <br />1 <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= 24.500 <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= 19.000 load P= -250.000 Moment= 0.000 <br />At X= 24.900 load P= -250.000 Moment= 0.000 <br />************************** <br />* SUMMARY OF THE RESULTS <br />************************** <br />* LENGTH UNIT Inch <br />; FORCE UNIT : Kip <br />* MAXIMUM <br />VALUES <br />* Max. <br />displacement <br />is 5961.19836 at X= <br />300.000 <br />* Min. <br />displacement <br />is -77070.31601 at <br />X= 150.000 <br />* Max. <br />shear force <br />is 0.19796 at X= <br />228.000 <br />* Min. <br />shear force <br />is -0.25000 at X= <br />295.500 <br />WinBeam By CAST TIME : 01/08/09 11:49:30 Page: 2 <br />I <br />* Max. moment is 11.86531 at X= 228.000 <br />* Min. moment is -1.20000 at X= 294.000 <br />* TOTAL APPLIED LOADS <br />