D1.A.10.7 Output
Preceding the member output will be a series of design statements regarding axis conventions, nomenclature, notes, and abbreviations.
TRACK 0 Output
This format reports the design summary for a member indicating the pass/fail status, the critical design ratio, the most critical load case ID, and the code clause that produced the critical design ratio.
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 Output
This format produces a more detailed report for the member. In addition to the items from a TRACK 0 output, this will report a summary of the checks for each of the individual effects considered during design. This will also provide the section properties and design criteria that were used for the design process. A summary of AISC341-16 checks, if performed, will also be included with the TRACK 1 output. Refer to Provisions Checked for AISC 341-16 for additional details.
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 Output
This format expands on the TRACK 1 format and will provide the final capacities along with the primary intermediate values that were considered during the design for each effect considered. This will also provide the section properties and design criteria that were used for the design process.
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 |
|-----------------------------------------------------------------------------|