D1.A.10.7输出
在构件输出之前，将有一系列关于轴约定、术语、注释和缩写的设计说明。
TRACK 0 输出
此格式报告构件的设计摘要，包括通过/失败状态、临界设计应力比、最临界荷载工况ID以及产生临界设计应力比的规范条款。
STAAD.PRO CODE CHECKING - AISC 360-16 LRFD (V1.0)
*****************************************************
ALL UNITS ARE - KIP FEET (UNLESS OTHERWISE Noted).
- Member : 1
|-----------------------------------------------------------------------------|
| Member No: 1 Profile: ST W18X50 (AISC SECTIONS) |
| Status: PASS Ratio: 0.703 Loadcase: 3 |
| Location: 17.50 Ref: Cl.F2.1 |
| Pz: 0.000 T Vy: 0.000 Vx: 0.000 |
| Tz: 0.000 My: 0.000 Mx: -266.4 |
|-----------------------------------------------------------------------------|TRACK 1 输出
此格式为构件生成更详细的报告。除了TRACK 0输出的项目外，这将报告设计过程中考虑的每个单独效应的检查摘要。这还将提供用于设计过程的截面属性和设计标准。如果执行了AISC341-16检查，其摘要也将包含在TRACK 1输出中。有关更多详细信息，请参阅AISC 341-16/22 的检查条款。
STAAD.PRO CODE CHECKING - AISC 360-16 LRFD (V1.0)
*****************************************************
ALL UNITS ARE - KIP FEET (UNLESS OTHERWISE Noted).
- Member : 1
|-----------------------------------------------------------------------------|
| Member No: 1 Profile: ST W18X50 (AISC SECTIONS) |
| Status: PASS Ratio: 0.703 Loadcase: 3 |
| Location: 17.50 Ref: Cl.F2.1 |
| Pz: 0.000 T Vy: 0.000 Vx: 0.000 |
| Tz: 0.000 My: 0.000 Mx: -266.4 |
|-----------------------------------------------------------------------------|
| SLENDERNESS |
| Actual Slenderness Ratio : 254.294 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.00 |
|-----------------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C : 3 Ratio : 0.703(PASS) |
| Loc : 17.50 Condition : Cl.F2.1 |
|-----------------------------------------------------------------------------|
| SECTION PROPERTIES (LOC: 17.50, PROPERTIES UNIT: IN ) |
| Ag : 1.470E+01 Axx : 8.550E+00 Ayy : 6.390E+00 |
| Ixx : 8.000E+02 Iyy : 4.010E+01 J : 1.240E+00 |
| Sxx+: 8.889E+01 Sxx-: 8.889E+01 Zxx : 1.010E+02 |
| Syy+: 1.069E+01 Syy-: 1.069E+01 Zyy : 1.660E+01 |
| Cw : 3.046E+03 x0 : 0.000E+00 y0 : 0.000E+00 |
|-----------------------------------------------------------------------------|
| MATERIAL PROPERTIES |
| Fyld: 7200.000 Fu: 9359.999 |
|-----------------------------------------------------------------------------|
| Actual Member Length: 35.000 |
| Design Parameters |
| Kx: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 1.00 |
|-----------------------------------------------------------------------------|
| COMPRESSION CLASSIFICATION (L/C: 3 LOC: 420.00) |
| l lp lr CASE |
| Flange: NonSlender 6.58 N/A 13.49 Table.4.1a.Case1 |
| Web : Slender 47.49 N/A 35.88 Table.4.1a.Case5 |
| |
| FLEXURE CLASSIFICATION (L/C: 3 LOC: 420.00) |
| l lp lr CASE |
| Flange: Compact 6.58 9.15 24.08 Table.4.1b.Case10 |
| Web : Compact 47.49 90.55 137.27 Table.4.1b.Case15 |
|-----------------------------------------------------------------------------|TRACK 2 输出
此格式扩展了TRACK 1格式，并将提供最终承载力以及设计过程中为每个考虑的效应所考虑的主要中间值。这还将提供用于设计过程的截面属性和设计标准。
STAAD SPACE -- PAGE NO. 4
STAAD.PRO CODE CHECKING - AISC 360-16 LRFD (V1.0)
*****************************************************
ALL UNITS ARE - KIP FEET (UNLESS OTHERWISE Noted).
- Member : 1
|-----------------------------------------------------------------------------|
| Member No: 1 Profile: ST W18X50 (AISC SECTIONS) |
| Status: PASS Ratio: 0.703 Loadcase: 3 |
| Location: 17.50 Ref: Cl.F2.1 |
| Pz: 0.000 T Vy: 0.000 Vx: 0.000 |
| Tz: 0.000 My: 0.000 Mx: -266.4 |
|-----------------------------------------------------------------------------|
| SLENDERNESS |
| Actual Slenderness Ratio : 254.294 |
| Allowable Slenderness Ratio : 300.000 LOC : 0.00 |
|-----------------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C : 3 Ratio : 0.703(PASS) |
| Loc : 17.50 Condition : Cl.F2.1 |
|-----------------------------------------------------------------------------|
| SECTION PROPERTIES (LOC: 17.50, PROPERTIES UNIT: IN ) |
| Ag : 1.470E+01 Axx : 8.550E+00 Ayy : 6.390E+00 |
| Ixx : 8.000E+02 Iyy : 4.010E+01 J : 1.240E+00 |
| Sxx+: 8.889E+01 Sxx-: 8.889E+01 Zxx : 1.010E+02 |
| Syy+: 1.069E+01 Syy-: 1.069E+01 Zyy : 1.660E+01 |
| Cw : 3.046E+03 x0 : 0.000E+00 y0 : 0.000E+00 |
|-----------------------------------------------------------------------------|
| MATERIAL PROPERTIES |
| Fyld: 7200.000 Fu: 9359.999 |
|-----------------------------------------------------------------------------|
| Actual Member Length: 35.000 |
| Design Parameters |
| Kx: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 1.00 |
|-----------------------------------------------------------------------------|
| COMPRESSION CLASSIFICATION (L/C: 3 LOC: 420.00) |
| l lp lr CASE |
| Flange: NonSlender 6.58 N/A 13.49 Table.4.1a.Case1 |
| Web : Slender 47.49 N/A 35.88 Table.4.1a.Case5 |
| |
| FLEXURE CLASSIFICATION (L/C: 3 LOC: 420.00) |
| l lp lr CASE | |
| Flange: Compact 6.58 9.15 24.08 Table.4.1b.Case10 |
| Web : Compact 47.49 90.55 137.27 Table.4.1b.Case15 |
|-----------------------------------------------------------------------------|
STAAD SPACE -- PAGE NO. 5
STAAD.PRO CODE CHECKING - AISC 360-16 LRFD (V1.0)
*****************************************************
ALL UNITS ARE - KIP FEET (UNLESS OTHERWISE Noted).
- Member : 1 Contd.
|-----------------------------------------------------------------------------|
| CHECKS FOR AXIAL TENSION |
|-----------------------------------------------------------------------------|
| TENSILE YIELDING |
| DEMAND CAPACITY RATIO REFERENCE L/C LOC |
| 0.000 661.5 0.000 Cl.D2 3 0.00 |
| |
| Intermediate Results : |
| Nom. Ten. Yld Cap : Pn = 735.00 kip Eq.D2-1 |
|-----------------------------------------------------------------------------|
| TENSILE RUPTURE |
| DEMAND CAPACITY RATIO REFERENCE L/C LOC |
| 0.000 716.6 0.000 Cl.D2 3 0.00 |
| |
| Intermediate Results : |
| Effective area : Ae = 0.10208 ft2 Eq.D3-1 |
| Nom. Ten. Rpt Cap : Pn = 955.50 kip Eq.D2-2 |
|-----------------------------------------------------------------------------|
| CHECKS FOR AXIAL COMPRESSION |
|-----------------------------------------------------------------------------|
| FLEXURAL BUCKLING X |
| DEMAND CAPACITY RATIO REFERENCE L/C LOC |
| 0.000 498.5 0.000 Cl.E3 3 0.00 |
| |
| Intermediate Results : |
| Effective Slenderness : Lcx/rx = 56.933 Cl.E2 |
| Elastic Buckling Stress : Fex = 12716. kip/ft2 Eq.E3-4 |
| Crit. Buckling Stress : Fcrx = 5680.7 kip/ft2 Eq.E3-2 |
| Nom. Flexural Buckling : Pnx = 553.88 kip Eq.E7-1 |
|-----------------------------------------------------------------------------|
| FLEXURAL BUCKLING Y |
| DEMAND CAPACITY RATIO REFERENCE L/C LOC |
| 0.000 51.36 0.000 Cl.E3 3 0.00 |
| |
| Intermediate Results : |
| Effective Slenderness : Lcy/ry = 254.29 Cl.E2 |
| Elastic Buckling Stress : Fey = 637.37 kip/ft2 Eq.E3-4 |
| Crit. Buckling Stress : Fcry = 558.97 kip/ft2 Eq.E3-3 |
| Nom. Flexural Buckling : Pny = 57.061 kip Eq.E7-1 |
|-----------------------------------------------------------------------------|
| FLEX-TOR-BUCKLING |
| DEMAND CAPACITY RATIO REFERENCE L/C LOC |
| 0.000 259.3 0.000 Cl.E4 3 0.00 |
| |
| Intermediate Results : |
| Elastic F-T-B Stress : Fe = 3217.8 kip/ft2 Eq.E4-2 |
| Crit. F-T-B Stress : Fcr = 2822.3 kip/ft2 Eq.E3-2 |
| Nom. Flex-tor Buckling : Pn = 288.11 kip Eq.E7-1 |
|-----------------------------------------------------------------------------|
STAAD SPACE -- PAGE NO. 6
STAAD.PRO CODE CHECKING - AISC 360-16 LRFD (V1.0)
*****************************************************
ALL UNITS ARE - KIP FEET (UNLESS OTHERWISE Noted).
- Member : 1 Contd.
|-----------------------------------------------------------------------------|
| CHECKS FOR SHEAR |
|-----------------------------------------------------------------------------|
| SHEAR ALONG X |
| DEMAND CAPACITY RATIO REFERENCE L/C LOC |
| 0.000 230.8 0.000 Cl.G1 3 0.00 |
| |
| Intermediate Results : |
| Coefficient Cv Along X : Cv = 1.0000 Eq.G2-9 |
| Coefficient Kv Along X : Kv = 1.2000 Cl.G6 |
| Nom. Shear Along X : Vnx = 256.50 kip Eq.G6-1 |
|-----------------------------------------------------------------------------|
| SHEAR ALONG Y |
| DEMAND CAPACITY RATIO REFERENCE L/C LOC |
| 30.45 191.7 0.159 Cl.G1 3 0.00 |
| |
| Intermediate Results : |
| Coefficient Cv Along Y : Cv = 1.0000 - |
| Coefficient Kv Along Y : Kv = 5.3400 Eq.G2-5 |
| Nom. Shear Along Y : Vny = 191.70 kip Eq.G2-1 |
|-----------------------------------------------------------------------------|
STAAD SPACE -- PAGE NO. 7
STAAD.PRO CODE CHECKING - AISC 360-16 LRFD (V1.0)
*****************************************************
ALL UNITS ARE - KIP FEET (UNLESS OTHERWISE Noted).
- Member : 1 Contd.
|-----------------------------------------------------------------------------|
| CHECKS FOR BENDING |
|-----------------------------------------------------------------------------|
| FLEX YIELDING (X) |
| DEMAND CAPACITY RATIO REFERENCE L/C LOC |
| -266.4 378.8 0.703 Cl.F2.1 3 17.50 |
| |
| Intermediate Results : |
| Nom Flex Yielding Along X : Mnx = 420.83 kip-ft Eq.F2-1 |
|-----------------------------------------------------------------------------|
| FLEX. YIELDING (Y) |
| DEMAND CAPACITY RATIO REFERENCE L/C LOC |
| 0.000 62.25 0.000 Cl.F6.1 3 0.00 |
| |
| Intermediate Results : |
| Nom Flex Yielding Along Y : Mny = 69.167 kip-ft Eq.F6-1 |
|-----------------------------------------------------------------------------|
STAAD SPACE -- PAGE NO. 8
STAAD.PRO CODE CHECKING - AISC 360-16 LRFD (V1.0)
*****************************************************
ALL UNITS ARE - KIP FEET (UNLESS OTHERWISE Noted).
- Member : 1 Contd.
|-----------------------------------------------------------------------------|
| CHECKS FOR AXIAL BEND INTERACTION |
|-----------------------------------------------------------------------------|
| CLAUSE H1 |
| RATIO CRITERIA L/C LOC |
| 0.703 Eq.H1-1b 3 17.50 |
| |
| Intermediate Results : |
| Modification Factor : Cb = 1.0000 Eq.H1-2 |
| Axial Capacity : Pc = 661.50 kip Cl.H1.1 |
| Moment Capacity : Mcx = 378.75 kip-ft Cl.H1.1 |
| Moment Capacity : Mcy = 62.250 kip-ft Cl.H1.1 |
|-----------------------------------------------------------------------------|