ma
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Wednesday, May 13, 2015, 09:09 AM STAAD SPACE -- PAGE NO. 648 STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.3a ******************************************** ALL UNITS ARE - KIP INCH (UNLESS OTHERWISE Noted) -------------------- START OF DESIGN OUTPUT OF MEMBER 96 -------------------- MEMBER NO: 96 CRITICAL RATIO: 0.169(PASS) LOAD: 3010 LOCATION (ft): 3.00 CONDITION: Eq. H1-1b SECTION: ST W10X26 (AISC SECTIONS) UNIT: KIP FEET STRENGTH CHECKS: CRITICAL RATIO: 0.169(PASS) LOAD CASE: 3010 LOCATION (ft): 3.00 CONDITION: Eq. H1-1b DESIGN FORCES: Fx: 0.34(C) Fy: 0.00 Fz: 0.00 Mx: 2.52E-03 My: 3.29E+00 Mz: -2.89E+00 SECTION PROPERTIES: AZZ: 3.385 AYY: 2.686 CW: 344.788 SZZ: 27.880 SYY: 4.887 IZZ: 144.000 IYY: 14.100 MATERIAL PROPERTIES: FYLD: 50.000 FU: 60.000 ACTUAL MEMBER LENGTH(ft): 6.000 PARAMETERS: KZ: 1.000 KY: 1.000 NSF: 1.000 SLF: 1.000 CSP: 1.000 SLENDERNESS: ACTUAL SLENDERNESS RATIO: 52.895 LOAD: 3016 LOC.(ft): 0.000 ALLOWABLE SLENDERNESS RATIO: 300.000 SECTION CLASS: FLANGE:/ λ : λ p: λ r: WEB: COMPRESSION: Non-Slender 6.557 N/A 13.487 Slender 36.346 N/A 35.884 FLEXURE: Compact 6.557 9.152 24.083 Compact 36.346 90.553 137.274 TENSION: FORCE: CAPACITY: RATIO: CRITERIA: LOAD CASE: LOCATION(ft): YIELDING: 0.644 342.450 0.002 Eq. D2-1 3006 0.000 RUPTURE: 0.644 342.450 0.002 Eq. D2-2 3006 0.000 Page 648 of 654 D:\Report\Finger Rack\FingerRack(Area 120) - Copy.anl
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Transcript of ma
Wednesday, May 13, 2015, 09:09 AM
STAAD SPACE -- PAGE NO. 648
STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.3a
********************************************
ALL UNITS ARE - KIP INCH (UNLESS OTHERWISE Noted)
-------------------- START OF DESIGN OUTPUT OF MEMBER 96 --------------------
MEMBER NO: 96 CRITICAL RATIO: 0.169(PASS) LOAD: 3010
LOCATION (ft): 3.00 CONDITION: Eq. H1-1b
SECTION: ST W10X26 (AISC SECTIONS)
UNIT: KIP FEET
STRENGTH CHECKS:
CRITICAL RATIO: 0.169(PASS) LOAD CASE: 3010 LOCATION (ft): 3.00 CONDITION: Eq. H1-1b
DESIGN FORCES: Fx: 0.34(C) Fy: 0.00 Fz: 0.00
Mx: 2.52E-03 My: 3.29E+00 Mz: -2.89E+00
SECTION PROPERTIES: AZZ: 3.385 AYY: 2.686 CW: 344.788
SZZ: 27.880 SYY: 4.887
IZZ: 144.000 IYY: 14.100
MATERIAL PROPERTIES: FYLD: 50.000 FU: 60.000
ACTUAL MEMBER LENGTH(ft): 6.000
PARAMETERS: KZ: 1.000 KY: 1.000 NSF: 1.000 SLF: 1.000 CSP: 1.000
SLENDERNESS: ACTUAL SLENDERNESS RATIO: 52.895 LOAD: 3016 LOC.(ft): 0.000
ALLOWABLE SLENDERNESS RATIO: 300.000
SECTION CLASS: FLANGE:/ λ : λ p: λ r:
WEB:
COMPRESSION: Non-Slender 6.557 N/A 13.487
Slender 36.346 N/A 35.884
FLEXURE: Compact 6.557 9.152 24.083
Compact 36.346 90.553 137.274
TENSION: FORCE: CAPACITY: RATIO: CRITERIA: LOAD CASE: LOCATION(ft):
YIELDING: 0.644 342.450 0.002 Eq. D2-1 3006 0.000
RUPTURE: 0.644 342.450 0.002 Eq. D2-2 3006 0.000
Page 648 of 654D:\Report\Finger Rack\FingerRack(Area 120) - Copy.anl
Wednesday, May 13, 2015, 09:09 AM
STAAD SPACE -- PAGE NO. 649
STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.3a
********************************************
ALL UNITS ARE - KIP INCH (UNLESS OTHERWISE Noted)
COMPRESSION: FORCE: CAPACITY: RATIO: CRITERIA: LOAD CASE: LOCATION(ft):
MAJOR: 0.662 285.958 0.002 Eq. E7-1 3015 0.000
MINOR: 0.662 279.095 0.002 Eq. E7-1 3015 0.000
INTERMEDIATE: Ag: KL/r: Fcr: Fe: Pn:
MAJOR: 7.610 49.655 41.752 116.083 317.731
MINOR: 7.610 52.895 40.750 102.298 310.105
FLEX TOR BUCK: FORCE: CAPACITY: RATIO: CRITERIA: LOAD CASE: LOCATION(ft):
0.662 297.472 0.002 Eq. E7-1 3015 0.000
INTERMEDIATE: Ag: Fcr: Pn:
7.610 43.433 330.524
SHEAR: FORCE: CAPACITY: RATIO: CRITERIA: LOAD CASE: LOCATION(ft):
MAJOR(VZ): -0.183 91.395 0.002 Eq. G2-1 3012 0.000
MINOR(VY): 0.114 80.574 0.001 Eq. G2-1 2001 0.000
INTERMEDIATE: Aw: Cv: Kv: h/tw: Vn:
MAJOR(VZ): 3.385 1.000 1.200 6.557 101.549
MINOR(VY): 2.686 1.000 0.000 36.346 80.574
UNIT: KIP FEET
YIELDING: FORCE: CAPACITY: RATIO: CRITERIA: LOAD CASE: LOCATION(ft):
MAJOR: 3.10E+00 1.17E+02 0.026 Eq. F2-1 2001 3.000
MINOR: -3.29E+00 2.81E+01 0.117 Eq. F6-1 3009 3.000
INTERMEDIATE: Mnr: My: Cb:
MAJOR: 1.30E+02 0.00E+00 1.000
MINOR: 3.12E+01 0.00E+00 1.000
UNIT: KIP FEET
LAT TOR BUCK: FORCE: CAPACITY: RATIO: CRITERIA: LOAD CASE: LOCATION(ft):
MAJOR: 3.10E+00 5.66E+01 0.055 Eq. F2-3 2001 3.000
INTERMEDIATE: Mn: Me: Cb: Lp: Lr: Lb:
MAJOR: 6.29E+01 0.00E+00 1.000 4.808 14.916 17.999
UNIT: KIP FEET
INTERACTION: RATIO: CRITERIA: LOAD CASE: LOCATION(ft):
FLEXURE COMP: 0.169 Eq. H1-1b 3010 3.000
FLEXURE TENS: 0.168 Eq. H1-1b 3011 3.000
INTERMEDIATE: Mcx: Mcy: Mrx: Mry: Pc: Pr:
FLEXURE COMP: 5.66E+01 2.81E+01 2.89E+00 3.29E+00 279.095 0.343
FLEXURE TENS: 5.66E+01 2.81E+01 2.89E+00 -3.29E+00 342.450 0.303
Page 649 of 654D:\Report\Finger Rack\FingerRack(Area 120) - Copy.anl
Wednesday, May 13, 2015, 09:09 AM
STAAD SPACE -- PAGE NO. 650
STAAD.PRO CODE CHECKING - (AISC-360-10-LRFD) v1.3a
********************************************
ALL UNITS ARE - KIP INCH (UNLESS OTHERWISE Noted)
UNIT: KIP FEET
INTERACTION: RATIO: CRITERIA: LOAD CASE: LOCATION(ft):
IN PLANE FLEX: 0.051 Eq. H1-1b 2002 3.000
OUT PLANE FLEX: 0.003 Eq. H1-2 2002 3.000
INTERMEDIATE: Pc: Pr: Mc: Mr:
IN PLANE FLEX: 2.86E+02 1.86E-02 56.581 2.886
OUT PLANE FLEX: 2.79E+02 1.86E-02 56.581 2.886
-------------------- END OF DESIGN OUTPUT OF MEMBER 96 --------------------
97 ST W10X26 (AISC SECTIONS)
PASS Eq. H1-1b 0.008 2002
0.00 T 0.61 -8.12 39.00
98 ST W10X26 (AISC SECTIONS)
PASS Eq. H1-1b 0.156 3009
0.47 C -36.07 -32.88 0.00
99 ST W10X26 (AISC SECTIONS)
PASS Eq. H1-1b 0.156 3010
0.36 C 36.21 -32.88 0.00
100 ST W10X26 (AISC SECTIONS)
PASS Eq. H1-1b 0.008 3012
0.00 T 0.61 -8.12 39.00
101 ST W10X26 (AISC SECTIONS)
PASS Eq. H1-1b 0.011 3010
0.00 T 0.91 -11.17 39.00
102 ST W8X18 (AISC SECTIONS)
PASS Eq. H1-1b 0.021 3004
0.03 T 3.46 3.83 0.00
103 ST W8X31 (AISC SECTIONS)
PASS Eq. H1-1b 0.067 3009
9.20 C -5.19 -62.46 0.00
104 T W8X18 (AISC SECTIONS)
PASS Sec. E4 0.004 3013
0.42 C 0.00 0.00 48.37
Page 650 of 654D:\Report\Finger Rack\FingerRack(Area 120) - Copy.anl
