STAAD.Pro 帮助 验证示例 V. 09 钢结构设计V. 加拿大 V. 加拿大 V. CSA S16-01 - Axial Tension Design of a double-angle member subject to tension load. V. CSA S16-01 - Beam Shear CapacityV. CSA S16-01 - Cantilever with Biaxial LoadingA slender, cantilever beam subjected to a uniform load. Static analysis, 3D beam element. V. CSA S16-01 - Shear Capacity Combined StressesV. CSA S16-01 - Short Column Compression Determine the factored compressive resistance of a short column. V. CSA S16-01 - Slender Column Compression Determine the factored compressive resistance of a slender column. V. CSA S16-01 - Wide Flange Beam Interaction Ratio 1V. CSA S16-01 - Wide Flange Beam Interaction Ratio 2V. CSA S16-01 - Wide Flange Beam Interaction Ratio 3V. CSA S16-09 - Axial Tension Design of a double-angle member subject to tension load. V. CSA S16-09 - Beam Bending Determine the uniformly factored load that the member can resist. V. CSA S16-09 - Beam Shear CapacityV. CSA S16-09 - Select a BeamSelect a wide-flange shape for the given beam span. V. CSA S16-09 - Shear Capacity Combined StressesV. CSA S16-09 - Short Column Compression Determine the factored compressive resistance of a short column. V. CSA S16-09 - Slender Column Compression Determine the factored compressive resistance of a slender column. V. CSA S16-09 - Wide Flange Capacity Combined StressesCheck the capacity of a wide-flange column under combined stresses. V. CSA S16-14 - Axial Tension Design of a double-angle member subject to tension load. V. CSA S16-14 - Beam Bending Determine the uniformly factored load that the member can resist. V. CSA S16-14 - Beam Shear CapacityV. CSA S16-14 - Select a BeamSelect a wide-flange shape for the given beam span. V. CSA S16-14 - Shear Capacity Combined StressesV. CSA S16-14 - Short Column Compression Determine the factored compressive resistance of a short column. V. CSA S16-14 - Slender Column Compression Determine the factored compressive resistance of a slender column. V. CSA S16-14 - Wide Flange Capacity Combined StressesCheck the capacity of a wide-flange column under combined stresses. V. CSA S16-19 - Axial Comp and Bending InteractionCheck a wide flange column member subject to both axial compression and bending per the CSA S16-19 code.V. CSA S16-19 - Axial TensionDetermine the capacity of a member subject to axial tension load per the CSA S16-19 code.V. CSA S16-19 - Axial Tension and Bending InteractionDetermine the capacity of a member subject to axial tension and biaxial moment per the CSA S16-19 code.V. CSA S16-19 - Beam Shear CapacityCheck a the shear capacity of a wide flange beam per the CSA S16-19 codeV. CSA S16-19 - Cantilever Beam with Point LoadDetermine the capacity of a cantilever beam subject to a point load per the CSA S16-19 code.V. CSA S16-19 - Check for Bending and LTBDetermine the capacity of a laterally unbraced beam subject to bending moment per the CSA S16-19 code.V. CSA S16-19 - CLASS4 UPT Cantilever Beam with UDLDetermine the capacity of a cantilever beam using a user-provided section subject to a distributed load per the CSA S16-19 code.V. CSA S16-19 - Short Column CompressionDetermine the capacity of a short column per the CSA S16-19 code.