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i <br /> I WinBeam By CAST TIME 01/08/09 11:43:24 Page: 1 <br /> 1 I <br /> i <br /> I <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 /> * 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 /> Page: 2 <br /> I WinBeam By CAST TIME : 01/08/09 11:43:24 g <br /> I <br /> * Max. moment is 0.00000 at X- 298.800 <br /> * Min. moment is -11.7000D at X= 252.000 <br /> i <br /> * TOTAL APPLIED LOADS <br />