STAAD.Pro Help Verification Examples V. 09 Steel DesignV. United StatesV. AISC V. AISC V. AISC 360-22 C InteractionVerify the capacities and interaction check ratio of a channel section per the AISC 360-22 code. V. AISC 360-22 C TensionVerify the tension capacity of a standard channel section per the AISC 360-22 code.V. AISC 360-22 HSST BendingVerify the flexural capacity of a UPT rectangular tube section per the AISC 360-22 code.V. AISC 360-22 L CompressionVerify the compression capacity of a single angle member per the AISC 360-22 code.V. AISC 360-22 W Section ClassificationVerify the section classification of a wide flange section per the AISC 360-22 code.V. AISC 360-22 W Section ShearVerify the the shear capacity of a wide flange section per the AISC 360-22 code.V. AISC 360-16 Angle F.11AVerify the available flexural strength of a single angle member per AISC 360-16.V. AISC 360-16 C Flex Mem F.2-1AVerify the flexural yielding capacity of a continuously braced channel member subject to major axis bending per AISC 360-16.V. AISC 360-16 C LTB Test F.2BVerify the flexural capacity of a channel member with bracing at ends and fifth points per AISC 360-16.V. AISC 360-16 Channel SectionDetermine the capacities and interaction check ratio of a channel section per the AISC 360-16 code.V. AISC 360-16 HSST Compact Flange F.6Verify the flexural strength of a square HSS flexural member with compact flanges per the AISC 360-16 code. V. AISC 360-16 HSST NonCompact Flange F.7Verify the available flexural strength of a Rectangular HSS flexural member with non-compact flanges per the AISC 360-16 code. V. AISC 360-16 HSST Slender Flange F.8Verify the available flexural strength of a square HSS flexural member with slender flange per AISC 360-16 code. V. AISC 360-16 I Minor Axis Bending F.5Check the minor axis bending capacity of an I-shaped flexural member per the AISC 360-16 code. V. AISC 360-16 Pipe F.9Verify the available flexural strength of a compact pipe member per the AISC 360-16 code. V. AISC 360-16 W Flex Memb F.1-1AVerify the available flexural strength of a continuously braced wide-flange member per the AISC 360-16 code. V. AISC 360-16 W Flexural Check LRFDVerify the flexural yielding strength and lateral torsional buckling of an I section using the LRFD method per AISC 360-16. V. AISC 360-16 W Local Buckling F.3AVerify the available flexural local buckling capacity of a wide-flange section that is continuously braced with major axis bending per the AISC 360-16 code. V. AISC 360-16 W LTB Test F.1-2BVerify the available lateral-torsional buckling capacity of a wide-flange section which is braced at third points with major axis bending per the AISC 360-16 code. V. AISC 360-16 W Member Selection F.4Verify the selection of an optimized wide flange section for major axis bending per the AISC 360-16 code. V. AISC 360-16 W Compression and Biaxial Bending H1.BDetermine the interaction ratio of a wide-flange section subject to combined axial force and moment using both LRFD and ASD methods per AISC 360-16.V. AISC 360-16 W Torsional StrengthDetermine the torsional stress and maximum torsional rotation of a wide flange section per AISC Design Guide 9 using the LRFD method.V. AISC 360-16 WT Shape F.10Verify the available flexural strength of a WT (split tee) member per the AISC 60-16 code. V. AISC 360-16 Built Up Column E.2Verify the available compressive strength of a built-up column with a slender web per the AISC 360-16 code. V. AISC 360-16 Double L E.5Verify the available compressive strength of a double angle compression member without slender elements per the AISC 360-16 code. V. AISC 360-16 I Compression LRFDVerify the flexural buckling capacity of an I section under compressive load using the LRFD method per the ASIC 360-16 code. V. AISC 360-16 Pipe E.11Verify the available compressive strength of a pipe section per the AISC 360-16 code. V. AISC 360-16 Rect HSS E.9Verify the available compressive strength of a rectangular HSS member per the AISC 360-16 code. V. AISC 360-16 W E.1AVerify the available compressive strength of a wide flange section per the AISC 360-16 code. V. AISC 360-16 W E.1BVerify the compressive strength of a wide flange section per the AISC 360-16 code. V. AISC 360-16 Shear Strong AxisVerify the shear strength of an I section loaded in the strong axis using the LRFD and ASD methods per AISC 360-16. V. AISC 360-16 Shear Weak AxisVerify the shear strength of an I section loaded in the weak axis using the LRFD and ASD methods per AISC 360-16. V. AISC 360-16 Tapered I SectionVerify the axial compression capacity, flexure capacity, and interaction ratio of a tapered I section member per both the LRFD and ASD methods of the AISC 360-16 code. V. AISC 360-16 Tapered Tube SectionVerify the axial compression capacity, flexure capacity, and interaction ratio of a tapered tube section member per both the LRFD and ASD methods of the AISC 360-16 code. V. AISC 360-16 UPT Pipe SectionVerify the axial compression capacity, shear capacity, flexure capacity, torsional capacity, and interaction ratio of a user-provided pipe section member per both the LRFD and ASD methods of the AISC 360-16 code. V. AISC 360-16 UPT Square Hollow SectionVerify the axial compression capacity, shear capacity, flexure capacity, torsional capacity, and interaction ratio of a user-provided hollow square section member per both the LRFD and ASD methods of the AISC 360-16 code. V. AISC 360-16 C Tension ASDVerify the tensile yield and tensile rupture strength of channel section with ASD method for AISC 360-16 code.V. AISC 360-16 C Tension LRFDVerify the tensile yield and tensile rupture strength of channel section with LRFD method for AISC 360-16 code.V. AISC 360-16 I Tension LRFDTo verify the tensile yield strength of an I section using the LRFD method from the AISC 360-16 code. V. AISC 360-16 L Tension ASDVerify the tensile yield and tensile rupture strength of an angle section with ASD method for AISC 360-16 code.V. AISC 360-16 L Tension LRFDVerify the tensile yield and tensile rupture strength of an angle section with LRFD method for AISC 360-16 code.V. AISC 360-16 - TorsionVerify the torsional strength of an angle section using the LRFD method in the AISC 360-16 code. Use the simple method for calculating torsional shears (i.e., no full twist analysis). Perform torsion checks per AISC Design Guide 9. V. AISC 360-10 W Flex Memb F.1-1Verify the major axis flexural strength of a wide flange section which is continuously braced per the LRFD and ASD methods of the AISC 360-10 code.V. AISC 360-10 W LTB Test F.1-2Verify the lateral-torsional buckling flexural strength of a wide flange section that is braced at the third points per the LRFD and ASD methods of the AISC 360-10 code.V. AISC 360-10 W LTB Test F.1-3BV. AISC 360-10 C Flex Mem F.2-1Verify the major axis flexural strength of a compact channel section which is continuously braced per the LRFD and ASD methods for AISC 360-10 code.V. AISC 360-10 C LTB Test F.2-2Verify the lateral flexural strength of a compact channel section braced at the fifth points per the LRFD and ASD methods of the AISC 360-10 code. V. AISC 360-10 W Local Buckling F.3Verify the leg local buckling flexural strength of a non-compact wide flange section per the LRFD and ASD methods of the AISC 360-10 code.V. AISC 360-10 W Memb Selection F.4Select a wide flange section per the LRFD and ASD methods of the AISC 360-10 code.V. AISC 360-10 I Minor Axis Bending F.5Verify the minor axis bending capacity of an I-shaped flexural member under minor axis bending per the AISC 360-10 code.V. AISC 360-10 HSST Compact Flange F.6Verify the available flexural strength of a square HSS flexural member with compact flanges per the AISC 360-10 code.V. AISC 360-10 HSST NonCompact Flange F.7Verify the available flexural strength of a square HSS flexural member with non-compact flanges per the AISC 360-10 code.V. AISC 360-10 HSST Slender Flange F.8Verify the available flexural strength of a square HSS flexural member with slender flanges per the AISC 360-10 code.V. AISC 360-10 Pipe F.9Verify the available flexural strength of a compact pipe member per the AISC 360-10 code.V. AISC 360-10 WT Shape F.10Verify the available flexural strength of a WT section per the LRFD and ASD methods of the AISC 360-10 code. V. AISC 360-10 Angle F.11AVerify the available flexural strength of a single angle member per the AISC 360-10 code. V. AISC 360-10 W E.1CVerify the compressive strength of an unbraced wide-flange section column about the Y-Y axis per the LRFD and ASD methods of the AISC 360-10 code.V. AISC 360-10 W E.1DVerify the compressive strength of a column torsionally braced at the midpoint in the weak axis per the LRFD and ASD methods of the AISC 360-10 code.V. AISC 360-10 - E-2V. AISC 360-10 Built up I E.3Verify the compressive strength of a built-up I section with slender flanges per the LRFD and ASD methods of the AISC 360-10 code. V. AISC 360-10 Double L E.5V. AISC 360-10 Double L E.6Verify the compressive strength of an unbraced wide-flange section column about the Y-Y axis per the LRFD and ASD methods of the AISC 360-10 code. V. AISC 360-10 WT E.7Verify the compressive strength of a WT section per the LRFD and ADS methods of the AISC 360-10 codes.V. AISC 360-10 Rect HSS E.9Verify the compressive strength of an unbraced column with a rectangular HSS section per the LRFD and ASD methods of the AISC 360-10 code. V. AISC 360-10 Pipe E.11Verify the compressive strength of a pipe section braced at the midpoint in the Y-Y direction per the LRFD and ADS methods of the AISC 360-10 codes. V. AISC 360-10 Built Up I E 12Verify the compressive strength of a built-up I section with different flange widths per the LRFD and ADS methods of the AISC 360-10 codes. V. AISC 360-10 - H.1BV. AISC 360-10 W Tens BM H3Verify the interaction checks due to tension and bending moments in both axes of a W section per the LRFD and ASD methods of the AISC 360-10 code.V. AISC 360-10 HSST Torsional Strength H.5AVerify the torsional strength of an rectangular HSS section per the LRFD and ASD methods of the AISC 360-10 code. V. AISC 360-10 HSSP Torsional Strength H.5BVerify the torsional strength of an round HSS section per the LRFD and ASD methods of the AISC 360-10 code. V. AISC 360-10 W Shape Strong Axis Shear G.1Verify the available shear strength along the strong axis of a wide flange section per the LRFD and ASD methods of the AISD 360-10 code.V. AISC 360-10 C Strong Axis Shear G.2Verify the available shear strength along the strong axis of a channel section per the LRFD and ASD methods of the AISD 360-10 code.V. AISC 360-10 L Shear Capacity G.3Verify the available shear strength along the strong axis of a single angle section per the LRFD and ASD methods of the AISD 360-10 code. V. AISC 360-10 HSST Shear Capacity G.4Verify the available shear strength along the strong axis of a rectangular HSS section per the LRFD and ASD methods of the AISD 360-10 code. V. AISC 360-10 HSSP Shear Capacity G.5Verify the available shear strength along the strong axis of a round HSS section per the LRFD and ASD methods of the AISD 360-10 code. V. AISC 360-10 - G-6V. AISC 360-10 Tapered I SectionVerify the axial compression capacity, flexure capacity, and interaction ratio of a tapered I section member per both the LRFD and ASD methods of the AISC 360-10 code. V. AISC 360-10 Tapered Tube SectionVerify the axial compression capacity, flexure capacity, and interaction ratio of a tapered tube section member per both the LRFD and ASD methods of the AISC 360-10 code. V. AISC 360-10 UPT Square Hollow SectionVerify the axial compression capacity, shear capacity, flexure capacity, torsional capacity, and interaction ratio of a user-provided hollow square section member per both the LRFD and ASD methods of the AISC 360-10 code. V. AISC 360-10 UPT Pipe SectionVerify the axial compression capacity, flexure capacity, and interaction ratio of a tapered I section member per both the LRFD and ASD methods of the AISC 360-10 code. V. AISC 360-10 C Weak Axis Shear G.7Verify the available shear strength along the weak axis of a singly symmetric section per the LRFD and ASD methods of the AISD 360-10 code. V. AISC 360-10 W D.1Verify the tensile strength a wide flange section per the LRFD and ASD methods of the AISD 360-10 code.V. AISC 360-10 - D-2V. AISC 360-10 WT D.3Verify the tensile strength a WT section per the LRFD and ASD methods of the AISD 360-10 code.V. AISC 360-10 HSST D.4Verify the tensile strength of a rectangular HSS section per the LRFD and ASD methods of the AISD 360-10 code. V. AISC 360-10 HSSP D.5Verify the tensile strength a round HSS section per the LRFD and ASD methods of the AISD 360-10 code.V. AISC 360-10 2L D.6Verify the tensile strength a double angle section per the LRFD and ASD methods of the AISD 360-10 code.V. AISC 360-05 BendingTo verify the flexural member strength in strong-axis bending of an I section for both LRFD and ASD methods per the AISC 360-05 code. V. AISC 360-05 CompressionVerify the axial compression capacity for a the y-y axis of an I section for both the LRFD and ASD methods per the AISC 360-05 code. V. AISC 360-05 TensionVerify the tensile yield strength and tensile rupture strength of an I section using both the LRFD and ASD methods per the AISC 360-05 code. V. AISC 360-05 2L D.6V. AISC 360-05 Angle Section D-2V. AISC 360-05 Built Up I E 12V. AISC 360-05 Built up I E.2V. AISC 360-05 Built up I E.3V. AISC 360-05 C Flex Mem F.2-1V. AISC 360-05 C LTB Test F.2-2V. AISC 360-05 C Strong Axis Shear G.2V. AISC 360-05 C Weak Axis Shear G.7V. AISC 360-05 Double L E.5V. AISC 360-05 Double L E.6V. AISC 360-05 F.1-3 LTB I SectionV. AISC 360-05 HSSP D.5V. AISC 360-05 HSSP Shear Capacity G.5V. AISC 360-05 HSSP Torsional Strength H.5BV. AISC 360-05 HSST Compact Flange F.6V. AISC 360-05 HSST D.4V. AISC 360-05 HSST NonCompact Flange F.7V. AISC 360-05 HSST Shear Capacity G.4V. AISC 360-05 HSST Slender Flange F.8V. AISC 360-05 HSST Torsional Strength H.5AV. AISC 360-05 I Minor Axis Bending F.5V. AISC 360-05 L Shear Capacity G.3V. AISC 360-05 Pipe F.9V. AISC 360-05 Rect HSS E.9V. AISC 360-05 Tapered I SectionVerify the axial compression capacity, flexure capacity, and interaction ratio of a tapered I section member per both the LRFD and ASD methods of the AISC 360-05 code. V. AISC 360-05 Tapered Tube SectionVerify the axial compression capacity, flexure capacity, and interaction ratio of a tapered tube section member per both the LRFD and ASD methods of the AISC 360-05 code. V. AISC 360-05 UPT Square Hollow SectionVerify the axial compression capacity, shear capacity, flexure capacity, torsional capacity, and interaction ratio of a user-provided hollow square section member per both the LRFD and ASD methods of the AISC 360-05 code. V. AISC 360-05 UPT Pipe SectionVerify the axial compression capacity, flexure capacity, and interaction ratio of a tapered I section member per both the LRFD and ASD methods of the AISC 360-05 code. V. AISC 360-05 W Comp and Bending H.1BV. AISC 360-05 W D.1V. AISC 360-05 W E.1CV. AISC 360-05 W E.1DV. AISC 360-05 W Flex Memb F.1-1V. AISC 360-05 W Local Buckling F.3V. AISC 360-05 W LTB Test F.1-2V. AISC 360-05 W Memb Selection F.4V. AISC 360-05 W Section Weak Axis Shear G-6V. AISC 360-05 W Shape Strong Axis Shear G-1V. AISC 360-05 W Tens and Bending H3V. AISC 360-05 WT D.3V. AISC 360-05 WT E.7V. AISC 360-05 WT Shape F.10V. AISC ASD - Column Compression Capacity 1Determine the axial compression capacity of a W14X132 column. V. AISC ASD - Column Compression Capacity 2Determine the axial compression capacity of a W12X106 column.V. AISC ASD - Column Compression Capacity 3Determine the axial compression capacity of a W12X40 column.V. AISC ASD - Square Tube Compression CapacityDetermine the axial compression capacity of a square 8x8x5/8 structural tube.V. AISC ASD - Rectangular Tube Compression CapacityDetermine the axial compression capacity of a rectangular 7x5x3/8 structural tube.V. AISC ASD - Tee Compression CapacityDetermine the axial compression capacity of a WT10.5x25.V. AISC ASD - Beam Load Capacity 3Determine the bending (transverse load carrying) capacity of a W10X45 shape.V. AISC ASD - Wide Flange Beam Load Capacity 1Determine the bending (transverse load carrying) capacity of a W16x40 shape.V. AISC ASD - Wide Flange Beam Load Capacity 2Determine the bending (transverse load carrying) capacity of a W16x40 shape.V. AISC ASD - MC Beam Load CapacityDetermine the bending (transverse load carrying) capacity of an MC18x58 channel. The beam is laterally supported along its entire length.V. AISC ASD - Wide Flange Beam Load Capacity 3Determine the bending (transverse load carrying) capacity of a W16x45 shape.V. AISC ASD - Select Wide Flange Beam 1Determine the optimum W shape that spans 30 ft, and is braced at 7.5 ft intervals.V. AISC ASD - Select Wide Flange Beam 2Determine a 14in deep section to carry a load of 1 kip/ft over a span of 25 ft.V. AISC ASD - Select Wide Flange Beam 3Determine an optimum section to carry a moment of 220 ft·kips plus its selfweight and spanning 35 ft between supports.V. AISC ASD - Compression and Biaxial BendingDetermine the suitability of a W14x109 shape to resist axial compression and biaxial bending.V. AISC ASD - Angle in CompressionDetermine the allowable compressive load on a single L2x2x1/4 loaded by a gusset plate attached to one leg with eccentricities from the centroid along both axes.V. AISC ASD - 2D Frame ValidationDetermine the allowable stresses (per 1989 AISC code) for the members of the structure as shown in the figure. Also, perform a code check for these members based on the results of the analysis. V. AISC ASD - Design of Steel Beam with Web OpeningDesign the web reinforcement for a web opening in a steel beam. V. AISC ASD - Deflection Check for a Steel Beam with Web OpeningDetermine the deflection of a beam with a web opening. V. AISC LRFD - Wide Flange Tension CapacityTo check the adequacy of a W8X24 American section to carry a tensile design load of 245 Kips. V. AISC LRFD - Angle Section Tension CapacityTo check the adequacy of a L4X4X1/2 American single angle to carry a tensile design load of 120 Kips.V. AISC LRFD - Wide Flange Compression Capacity 1To determine the capacity of W14X132 column in axial compression. V. AISC LRFD - Wide Flange Compression Capacity 2To determine the capacity of W14X132 column in axial compression. The column is braced at its ends for its major axis, and at ends and mid-height for the minor axis.V. AISC LRFD - Angle Section Compression CapacityTo determine the design strength of an 8ft long single angle L4X3.5X5/16 in axial compression. V. AISC LRFD - Tee Section Compression CapacityTo find a suitable American T-section with an axial compressive strength of 100 Kips.V. AISC LRFD - Rectangular HSS Compression StrengthTo validate that an American ASTM A500 grade B HSS12X10X1/2 compression member has a design compressive strength of over 500 kips.V. AISC LRFD - Double Angle Compression CapacityTo determine the design compressive strength of a long-leg-back-to-back double angle made of American L4X3.5X1/2 angles with 3/4 in. separation. V. AISC LRFD - Round HSS Compression CapacityTo validate that an American Round HSS 10.000X0.5 compression member has a design compressive strength of about 364 kips.V. AISC LRFD - Wide Flange Flexural Strength 1To determine the design flexural strength of an ASTM A992 W18X40 bent about its strong axis on a 35-ft span with a uniformly distributed load. V. AISC LRFD - Wide Flange Flexural Strength 2To determine the design flexural strength of an ASTM A992 W18X40 bent about its strong axis on a 35-ft span with a uniformly distributed load. V. AISC LRFD - Wide Flange Flexural Strength 3To determine the design flexural strength of an ASTM A992 W18X40 bent about its strong axis on a 35-ft span with a uniformly distributed load. V. AISC LRFD - Select Wide Flange 1To select the optimum ASTM A992 W-shape with a design flexural strength of 500 kip-ft. V. AISC LRFD - Non Compact Wide Flange 1To check the adequacy of a non-compact fully braced W shape to carry a uniformly distributed load of 5.5 kips/ft. V. AISC LRFD - Channel Shape CapacityTo check the adequacy of a fully braced C shape to carry a uniformly distributed ultimate load of 1.5 kips/ft. V. AISC LRFD - MC Shape CapacityTo check the adequacy of a fully braced MC shape to carry a uniformly distributed ultimate load of 1.34 kips/ft.V. AISC LRFD - Non Compact Wide Flange 2To determine the design bending strength of a non-compact American wide flange section bent about its strong axis. The deflection at mid-span due to two 10 kip concentrated loads acting at the third points along the beam is also to be calculated.V. AISC LRFD - Non Compact Wide Flange 3To determine the design bending strength of a non-compact American wide flange section bent about its strong axis.V. AISC LRFD - Wide Flange Compression Capacity 4To determine the design bending strength of a non-compact American wide flange section bent about its strong axis.V. AISC LRFD - Select Wide Flange 2To find the optimum W shape with a flexural design strength of 150 ft·kips. Beam is braced at ends and at mid-span point. V. AISC LRFD - Load Capacity of 3 Wide Flange BeamsTo find the design flexural strength capacity of 3 beams of different spans using the data in Table 5-4 of AISC LRFD 3rd edition.V. AISC LRFD - Tension and Strong Axis BendingTo check the adequacy of an ASTM A992 W10X22 subject to axial tension and flexure about the strong axis.V. AISC LRFD - Compression and Biaxial BendingTo check the adequacy of an ASTM A992 W14X176 beam subject to axial compression and biaxial bending.V. AISC LRFD - Select Compression and Biaxial BendingTo select the lightest ASTM A992 W14 section capable of carrying an axial compression plus biaxial bending.V. AISC N690 1994 AngleVerify the allowable stress and critical ratio of the brace members in a frame using the AISC N690 1994 code. V. AISC N690 1994 ChannelVerify the design of channel section used for a beam member using the AISC N690 1994 code. V. AISC N690 1994 Pipe Section With SLCVerify the design of a pipe section used for a beam member per the AISC N690 1994 code. V. AISC N690 1994 PipeVerify the design of a pipe section used for a beam member per the AISC N690 1994 code. V. AISC N690 1994 W ShapedVerify the design of a wide-flange section used for a cantilever beam using the AISC N690 1994 code. V. AISC N690 1984 AngleVerify the allowable stress and critical ratio of the brace members in a frame using the AISC N690 1984 code. V. AISC N690 1984 ChannelVerify the design of channel section used for a beam member using the AISC N690 1984 code. V. AISC N690 1984 Pipe Section With SLCVerify the design of a pipe section used for a beam member per the AISC N690 1984 code. V. AISC N690 1984 PipeVerify the design of a pipe section used for a beam member per the AISC N690 1984 code. V. AISC N690 1984 Tee Verify the design of a pipe section used for a beam member per the AISC N690 1984 code. V. AISC N690 1984 W ShapedVerify the design of a wide-flange section used for a cantilever beam using the AISC N690 1984 code. Parent Topic: V. United States