墙梁ql-53(国外英文资料).docVIP

墙梁ql-53(国外英文资料) -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- | cold-formed thin-walled steel wall beam design | output file | input data file: QL53 | 53 | | the output file: ql - | design time: 11/1/2011 | -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- = = = design = = design = = Construction load specification (GB 50009-2001) Cold bending thin-walled steel structure specification (GB 50018-2002) Door type newly built light house steel structure technology discipline (CECS102:2002) = = = the design data = = = = the design data = = = Wall beam span (m) : 7.500 Spacing of beams (m) : 0.980 Design specification: the portal procedure CECS102:2002 The pressure stability of the flaps under the suction force is calculated according to the appendix E Wall girder form: rolled edge grooved cold curved steel C280X80X20X3 The wall beam arrangement: the mouth face down Steel number: Q235 steel Pull bar Settings: set up a bar Pull action: can restrain the outside edge of the wall beam Net section coefficient: 1.000 The wall of the wall beam is under the pressure section wall, the horizontal deflection limit is 1/100 The wall panel can prevent the side of the wall from moving sideways The structure does not guarantee the stability of the pressure of the inner wing of the wind suction wall The wall supports the weight of the wall board Unilateral hang wallboard Above the wall beam (kN/m) : 0.300 Inertia moment (m4) : 0.200000E-06 per meter width Type of building: enclosed building Partitioning: edge band Basic wind pressure: 0.525 Wind load height variation coefficient: 1.000 Wind load factor: 1.100 Wind load factor: