Job No Sheet No Rev

1
Software licensed to only@ ::LAVteam::® Part
CONNECTED User: user@edu Non commercial
Job Title Ref

By M.A. MAMIN Date08-Dec-22 Chd K.M. ARIF

Client File Date/Time 21-Jan-2023
205_DMRT_KMLPR_ASD_EXP-B_GUTR.std 16:55

Steel Design (Track 2) Beam 11024 Check 1

11024 ST TUB1501506.0 (BRITISH SECTIONS)
PASS Eq. H1-1b 0.352 2002
0.24 T 1.34 8.27 0.00
-----------------------------------------------------------------------|
SLENDERNESS |
Actual Slenderness Ratio : 4.267 L/C : 2158 |
Allowable Slenderness Ratio : 300.000 LOC : 0.00 |
-----------------------------------------------------------------------|
STRENGTH CHECKS |
Critical L/C : 2002 Ratio : 0.352(PASS) |
Loc : 0.00 Condition : Eq. H1-1b |
-----------------------------------------------------------------------|
DESIGN FORCES |
Fx: 2.354E-01(T ) Fy: 1.579E+01 Fz: -5.180E+00 |
Mx: 7.636E-02 My: 1.342E+00 Mz: 8.272E+00 |
-----------------------------------------------------------------------|
SECTION PROPERTIES (UNIT: CM ) |
Azz: 1.800E+01 Ayy: 1.800E+01 Cw: 0.000E+00 |
Szz: 1.565E+02 Syy: 1.565E+02 |
Izz: 1.174E+03 Iyy: 1.174E+03 Ix: 1.828E+03 |
-----------------------------------------------------------------------|
MATERIAL PROPERTIES |
Fyld: 248213.017 Fu: 413688.020 |
-----------------------------------------------------------------------|
Actual Member Length: 0.250 |
Design Parameters |
Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
-----------------------------------------------------------------------|
SECTION CLASS FLANGE / l lp lr |
WEB |
Compression : Non-Slender 22.00 N/A 40.23 |
Non-Slender 22.00 N/A 40.23 |
Flexure : Compact 22.00 32.19 40.23 |
Compact 22.00 69.55 163.81 |
-----------------------------------------------------------------------|
CHECK FOR TENSION |
|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
Yield 7.24E+00 5.08E+02 0.014 Eq. D2-1 2097 0.00 |
Rupture 7.24E+00 7.07E+02 0.010 Eq. D2-2 2097 0.00 |
-----------------------------------------------------------------------|
CHECK FOR COMPRESSION |
|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
Maj Buck 7.23E+00 5.08E+02 0.014 Sec. E1 2065 0.00 |
Min Buck 7.23E+00 5.08E+02 0.014 Eq. E3-1 2065 0.00 |
Intermediate |
Results Ag KL/r Fcr Fe Pn |
Maj Buck 3.42E-03 4.27 2.48E+05 1.11E+08 8.48E+02 |
Min Buck 3.42E-03 4.27 2.48E+05 1.11E+08 8.48E+02 |
-----------------------------------------------------------------------

Print Time/Date: 22/01/2023 11:08 STAAD.Pro CONNECT Edition 22.10.00.153 Print Run 1 of 14
 Job No Sheet No Rev
2
Software licensed to only@ ::LAVteam::® Part
CONNECTED User: user@edu Non commercial
Job Title Ref

By M.A. MAMIN Date08-Dec-22 Chd K.M. ARIF

Client File Date/Time 21-Jan-2023
205_DMRT_KMLPR_ASD_EXP-B_GUTR.std 16:55

| CHECK FOR SHEAR |

|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
Major 5.18E+00 8.03E+01 0.065 Eq. G2-1 2002 0.00 |
Minor 1.58E+01 1.41E+02 0.112 Eq. G2-1 2003 0.00 |
Intermediate |
Results Aw Cv Kv h/tw Vn |
Major 9.00E-04 1.00 5.00 22.00 1.34E+02 |
Minor 1.58E-03 1.00 5.00 22.00 2.36E+02 |
-----------------------------------------------------------------------|
CHECK FOR TORSION |
|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
-2.42E-01 2.21E+01 0.011 Eq. H3-1 2020 0.00 |
Intermediate Fcr Tn |
1.49E+05 3.69E+01 |
-----------------------------------------------------------------------|
CHECK FOR YIELDING |
|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
Major -8.27E+00 2.73E+01 0.302 Eq. F7-1 2081 0.00 |
Minor 1.87E+00 2.73E+01 0.068 Eq. F7-1 2014 0.00 |
Intermediate Mn My |
Major 4.57E+01 0.00E+00 |
Minor 4.57E+01 0.00E+00 |
-----------------------------------------------------------------------|
CHECK FOR FLEXURE TENS/COMP INTERACTION |
RATIO CRITERIA L/C LOC |
Flexure Comp 0.352 Eq. H1-1b 2002 0.00 |
Flexure Tens 0.352 Eq. H1-1b 2002 0.00 |
Intermediate Mcx / Mrx / Pc / |
Mcy Mry Pr |
Flexure Comp 2.73E+01 -8.27E+00 5.08E+02 |
2.73E+01 1.34E+00 0.00E+00 |
Flexure Tens 2.73E+01 -8.27E+00 5.08E+02 |
2.73E+01 1.34E+00 2.35E-01 |
-----------------------------------------------------------------------|
CHECK FOR IN-PLANE/OUT-OF-PLANE FLEXURE COMP INTERACTION |
RATIO CRITERIA L/C LOC |
In-Plane Flx Comp 0.302 Eq. H1-1b 2082 0.00 |
Out Plane Flx Comp 0.092 Eq. H1-2 2082 0.00 |
Intermediate Mr Mc Pr Pc |
In-Plane Flx Comp -8.27E+00 2.73E+01 5.76E-02 5.08E+02 |
Out Plane Flx Comp -8.27E+00 2.73E+01 5.76E-02 5.08E+02 |
-----------------------------------------------------------------------

Print Time/Date: 22/01/2023 11:08 STAAD.Pro CONNECT Edition 22.10.00.153 Print Run 2 of 14
 Job No Sheet No Rev
3
Software licensed to only@ ::LAVteam::® Part
CONNECTED User: user@edu Non commercial
Job Title Ref

By M.A. MAMIN Date08-Dec-22 Chd K.M. ARIF

Client File Date/Time 21-Jan-2023
205_DMRT_KMLPR_ASD_EXP-B_GUTR.std 16:55

Steel Design (Track 2) Beam 11124 Check 1

11124 ST TUB1501506.0 (BRITISH SECTIONS)
PASS Eq. H1-1b 0.177 2113
2.64 T 0.08 4.68 0.00
-----------------------------------------------------------------------|
SLENDERNESS |
Actual Slenderness Ratio : 9.387 L/C : 2158 |
Allowable Slenderness Ratio : 300.000 LOC : 0.00 |
-----------------------------------------------------------------------|
STRENGTH CHECKS |
Critical L/C : 2113 Ratio : 0.177(PASS) |
Loc : 0.00 Condition : Eq. H1-1b |
-----------------------------------------------------------------------|
DESIGN FORCES |
Fx: 2.643E+00(T ) Fy: 9.181E+00 Fz: -1.456E-01 |
Mx: -1.045E-04 My: 7.885E-02 Mz: 4.680E+00 |
-----------------------------------------------------------------------|
SECTION PROPERTIES (UNIT: CM ) |
Azz: 1.800E+01 Ayy: 1.800E+01 Cw: 0.000E+00 |
Szz: 1.565E+02 Syy: 1.565E+02 |
Izz: 1.174E+03 Iyy: 1.174E+03 Ix: 1.828E+03 |
-----------------------------------------------------------------------|
MATERIAL PROPERTIES |
Fyld: 248213.017 Fu: 413688.020 |
-----------------------------------------------------------------------|
Actual Member Length: 0.550 |
Design Parameters |
Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
-----------------------------------------------------------------------|
SECTION CLASS FLANGE / l lp lr |
WEB |
Compression : Non-Slender 22.00 N/A 40.23 |
Non-Slender 22.00 N/A 40.23 |
Flexure : Compact 22.00 32.19 40.23 |
Compact 22.00 69.55 163.81 |
-----------------------------------------------------------------------|
CHECK FOR TENSION |
|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
Yield 3.44E+00 5.08E+02 0.007 Eq. D2-1 2097 0.00 |
Rupture 3.44E+00 7.07E+02 0.005 Eq. D2-2 2097 0.00 |
-----------------------------------------------------------------------|
CHECK FOR COMPRESSION |
|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
Maj Buck 3.46E+00 5.06E+02 0.007 Sec. E1 2065 0.00 |
Min Buck 3.46E+00 5.06E+02 0.007 Eq. E3-1 2065 0.00 |
Intermediate |
Results Ag KL/r Fcr Fe Pn |
Maj Buck 3.42E-03 9.39 2.47E+05 2.30E+07 8.45E+02 |
Min Buck 3.42E-03 9.39 2.47E+05 2.30E+07 8.45E+02 |
-----------------------------------------------------------------------

Print Time/Date: 22/01/2023 11:08 STAAD.Pro CONNECT Edition 22.10.00.153 Print Run 3 of 14
 Job No Sheet No Rev
4
Software licensed to only@ ::LAVteam::® Part
CONNECTED User: user@edu Non commercial
Job Title Ref

By M.A. MAMIN Date08-Dec-22 Chd K.M. ARIF

Client File Date/Time 21-Jan-2023
205_DMRT_KMLPR_ASD_EXP-B_GUTR.std 16:55

| CHECK FOR SHEAR |

|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
Major 3.19E+00 8.03E+01 0.040 Eq. G2-1 2101 0.00 |
Minor 9.18E+00 1.41E+02 0.065 Eq. G2-1 2114 0.00 |
Intermediate |
Results Aw Cv Kv h/tw Vn |
Major 9.00E-04 1.00 5.00 22.00 1.34E+02 |
Minor 1.58E-03 1.00 5.00 22.00 2.36E+02 |
-----------------------------------------------------------------------|
CHECK FOR TORSION |
|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
-1.20E-01 2.21E+01 0.005 Eq. H3-1 2020 0.00 |
Intermediate Fcr Tn |
1.49E+05 3.69E+01 |
-----------------------------------------------------------------------|
CHECK FOR YIELDING |
|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
Major -4.68E+00 2.73E+01 0.171 Eq. F7-1 2114 0.00 |
Minor 1.76E+00 2.73E+01 0.064 Eq. F7-1 2101 0.00 |
Intermediate Mn My |
Major 4.57E+01 0.00E+00 |
Minor 4.57E+01 0.00E+00 |
-----------------------------------------------------------------------|
CHECK FOR FLEXURE TENS/COMP INTERACTION |
RATIO CRITERIA L/C LOC |
Flexure Comp 0.176 Eq. H1-1b 2125 0.00 |
Flexure Tens 0.177 Eq. H1-1b 2113 0.00 |
Intermediate Mcx / Mrx / Pc / |
Mcy Mry Pr |
Flexure Comp 2.73E+01 -3.47E+00 5.06E+02 |
2.73E+01 1.35E+00 0.00E+00 |
Flexure Tens 2.73E+01 -4.68E+00 5.08E+02 |
2.73E+01 7.89E-02 2.64E+00 |
-----------------------------------------------------------------------|
CHECK FOR IN-PLANE/OUT-OF-PLANE FLEXURE COMP INTERACTION |
RATIO CRITERIA L/C LOC |
In-Plane Flx Comp 0.130 Eq. H1-1b 2064 0.00 |
Out Plane Flx Comp 0.023 Eq. H1-2 2064 0.00 |
Intermediate Mr Mc Pr Pc |
In-Plane Flx Comp 3.45E+00 2.73E+01 3.46E+00 5.06E+02 |
Out Plane Flx Comp 3.45E+00 2.73E+01 3.46E+00 5.06E+02 |
-----------------------------------------------------------------------

Print Time/Date: 22/01/2023 11:08 STAAD.Pro CONNECT Edition 22.10.00.153 Print Run 4 of 14
 Job No Sheet No Rev
5
Software licensed to only@ ::LAVteam::® Part
CONNECTED User: user@edu Non commercial
Job Title Ref

By M.A. MAMIN Date08-Dec-22 Chd K.M. ARIF

Client File Date/Time 21-Jan-2023
205_DMRT_KMLPR_ASD_EXP-B_GUTR.std 16:55

Steel Design (Track 2) Beam 11135 Check 1

11135 ST TUB72723.2 (INDIAN SECTIONS)
PASS Eq. H1-1b 0.277 2002
4.14 C 0.02 0.84 0.84
-----------------------------------------------------------------------|
SLENDERNESS |
Actual Slenderness Ratio : 30.058 L/C : 2158 |
Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
-----------------------------------------------------------------------|
STRENGTH CHECKS |
Critical L/C : 2002 Ratio : 0.277(PASS) |
Loc : 0.84 Condition : Eq. H1-1b |
-----------------------------------------------------------------------|
DESIGN FORCES |
Fx: 4.141E+00(C ) Fy: -1.863E+00 Fz: 3.263E-02 |
Mx: 6.986E-03 My: 1.967E-02 Mz: 8.408E-01 |
-----------------------------------------------------------------------|
SECTION PROPERTIES (UNIT: CM ) |
Azz: 4.608E+00 Ayy: 4.608E+00 Cw: 0.000E+00 |
Szz: 1.842E+01 Syy: 1.842E+01 |
Izz: 6.630E+01 Iyy: 6.630E+01 Ix: 1.070E+02 |
-----------------------------------------------------------------------|
MATERIAL PROPERTIES |
Fyld: 248213.017 Fu: 413688.020 |
-----------------------------------------------------------------------|
Actual Member Length: 0.838 |
Design Parameters |
Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
-----------------------------------------------------------------------|
SECTION CLASS FLANGE / l lp lr |
WEB |
Compression : Non-Slender 19.50 N/A 40.23 |
Non-Slender 19.50 N/A 40.23 |
Flexure : Compact 19.50 32.19 40.23 |
Compact 19.50 69.55 163.81 |
-----------------------------------------------------------------------|
CHECK FOR TENSION |
|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
Yield 1.15E+00 1.27E+02 0.009 Eq. D2-1 2057 0.00 |
Rupture 1.15E+00 1.77E+02 0.006 Eq. D2-2 2057 0.00 |
-----------------------------------------------------------------------|
CHECK FOR COMPRESSION |
|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
Maj Buck 4.14E+00 1.21E+02 0.034 Sec. E1 2081 0.00 |
Min Buck 4.14E+00 1.21E+02 0.034 Eq. E3-1 2081 0.00 |
Intermediate |
Results Ag KL/r Fcr Fe Pn |
Maj Buck 8.54E-04 30.06 2.37E+05 2.24E+06 2.02E+02 |
Min Buck 8.54E-04 30.06 2.37E+05 2.24E+06 2.02E+02 |
-----------------------------------------------------------------------

Print Time/Date: 22/01/2023 11:08 STAAD.Pro CONNECT Edition 22.10.00.153 Print Run 5 of 14
 Job No Sheet No Rev
6
Software licensed to only@ ::LAVteam::® Part
CONNECTED User: user@edu Non commercial
Job Title Ref

By M.A. MAMIN Date08-Dec-22 Chd K.M. ARIF

Client File Date/Time 21-Jan-2023
205_DMRT_KMLPR_ASD_EXP-B_GUTR.std 16:55

| CHECK FOR SHEAR |

|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
Major 2.66E-01 2.05E+01 0.013 Eq. G2-1 2144 0.00 |
Minor -1.86E+00 3.56E+01 0.052 Eq. G2-1 2081 0.84 |
Intermediate |
Results Aw Cv Kv h/tw Vn |
Major 2.30E-04 1.00 5.00 19.50 3.43E+01 |
Minor 3.99E-04 1.00 5.00 19.50 5.95E+01 |
-----------------------------------------------------------------------|
CHECK FOR TORSION |
|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
-3.78E-02 2.69E+00 0.014 Eq. H3-1 2143 0.00 |
Intermediate Fcr Tn |
1.49E+05 4.49E+00 |
-----------------------------------------------------------------------|
CHECK FOR YIELDING |
|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
Major -8.41E-01 3.24E+00 0.259 Eq. F7-1 2002 0.84 |
Minor -1.43E-01 3.24E+00 0.044 Eq. F7-1 2136 0.84 |
Intermediate Mn My |
Major 5.41E+00 0.00E+00 |
Minor 5.41E+00 0.00E+00 |
-----------------------------------------------------------------------|
CHECK FOR FLEXURE TENS/COMP INTERACTION |
RATIO CRITERIA L/C LOC |
Flexure Comp 0.157 Eq. H1-1b 2055 0.70 |
Flexure Tens 0.266 Eq. H1-1b 2002 0.84 |
Intermediate Mcx / Mrx / Pc / |
Mcy Mry Pr |
Flexure Comp 3.24E+00 -4.63E-01 1.21E+02 |
3.24E+00 0.00E+00 3.34E+00 |
Flexure Tens 3.24E+00 -8.41E-01 1.27E+02 |
3.24E+00 1.97E-02 0.00E+00 |
-----------------------------------------------------------------------|
CHECK FOR IN-PLANE/OUT-OF-PLANE FLEXURE COMP INTERACTION |
RATIO CRITERIA L/C LOC |
In-Plane Flx Comp 0.277 Eq. H1-1b 2002 0.84 |
Out Plane Flx Comp 0.102 Eq. H1-2 2081 0.84 |
Intermediate Mr Mc Pr Pc |
In-Plane Flx Comp -8.41E-01 3.24E+00 4.14E+00 1.21E+02 |
Out Plane Flx Comp -8.41E-01 3.24E+00 4.14E+00 1.21E+02 |
-----------------------------------------------------------------------

Print Time/Date: 22/01/2023 11:08 STAAD.Pro CONNECT Edition 22.10.00.153 Print Run 6 of 14
 Job No Sheet No Rev
7
Software licensed to only@ ::LAVteam::® Part
CONNECTED User: user@edu Non commercial
Job Title Ref

By M.A. MAMIN Date08-Dec-22 Chd K.M. ARIF

Client File Date/Time 21-Jan-2023
205_DMRT_KMLPR_ASD_EXP-B_GUTR.std 16:55

Steel Design (Track 2) Beam 11149 Check 1

11149 ST TUB72723.2 (INDIAN SECTIONS)
PASS Eq. H1-1b 0.356 2034
6.65 C 0.47 0.59 0.84
-----------------------------------------------------------------------|
SLENDERNESS |
Actual Slenderness Ratio : 30.058 L/C : 2158 |
Allowable Slenderness Ratio : 300.000 LOC : 0.00 |
-----------------------------------------------------------------------|
STRENGTH CHECKS |
Critical L/C : 2034 Ratio : 0.356(PASS) |
Loc : 0.84 Condition : Eq. H1-1b |
-----------------------------------------------------------------------|
DESIGN FORCES |
Fx: 6.649E+00(C ) Fy: -1.436E+00 Fz: 1.055E+00 |
Mx: 5.042E-02 My: 4.711E-01 Mz: 5.933E-01 |
-----------------------------------------------------------------------|
SECTION PROPERTIES (UNIT: CM ) |
Azz: 4.608E+00 Ayy: 4.608E+00 Cw: 0.000E+00 |
Szz: 1.842E+01 Syy: 1.842E+01 |
Izz: 6.630E+01 Iyy: 6.630E+01 Ix: 1.070E+02 |
-----------------------------------------------------------------------|
MATERIAL PROPERTIES |
Fyld: 248213.017 Fu: 413688.020 |
-----------------------------------------------------------------------|
Actual Member Length: 0.838 |
Design Parameters |
Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
-----------------------------------------------------------------------|
SECTION CLASS FLANGE / l lp lr |
WEB |
Compression : Non-Slender 19.50 N/A 40.23 |
Non-Slender 19.50 N/A 40.23 |
Flexure : Compact 19.50 32.19 40.23 |
Compact 19.50 69.55 163.81 |
-----------------------------------------------------------------------|
CHECK FOR TENSION |
|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
Yield 5.95E+00 1.27E+02 0.047 Eq. D2-1 2143 0.00 |
Rupture 5.95E+00 1.77E+02 0.034 Eq. D2-2 2143 0.00 |
-----------------------------------------------------------------------|
CHECK FOR COMPRESSION |
|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
Maj Buck 1.04E+01 1.21E+02 0.086 Sec. E1 2002 0.00 |
Min Buck 1.04E+01 1.21E+02 0.086 Eq. E3-1 2002 0.00 |
Intermediate |
Results Ag KL/r Fcr Fe Pn |
Maj Buck 8.54E-04 30.06 2.37E+05 2.24E+06 2.02E+02 |
Min Buck 8.54E-04 30.06 2.37E+05 2.24E+06 2.02E+02 |
-----------------------------------------------------------------------

Print Time/Date: 22/01/2023 11:08 STAAD.Pro CONNECT Edition 22.10.00.153 Print Run 7 of 14
 Job No Sheet No Rev
8
Software licensed to only@ ::LAVteam::® Part
CONNECTED User: user@edu Non commercial
Job Title Ref

By M.A. MAMIN Date08-Dec-22 Chd K.M. ARIF

Client File Date/Time 21-Jan-2023
205_DMRT_KMLPR_ASD_EXP-B_GUTR.std 16:55

| CHECK FOR SHEAR |

|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
Major -1.35E+00 2.05E+01 0.066 Eq. G2-1 2010 0.00 |
Minor -1.61E+00 3.56E+01 0.045 Eq. G2-1 2003 0.84 |
Intermediate |
Results Aw Cv Kv h/tw Vn |
Major 2.30E-04 1.00 5.00 19.50 3.43E+01 |
Minor 3.99E-04 1.00 5.00 19.50 5.95E+01 |
-----------------------------------------------------------------------|
CHECK FOR TORSION |
|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
7.37E-02 2.69E+00 0.027 Eq. H3-1 2019 0.00 |
Intermediate Fcr Tn |
1.49E+05 4.49E+00 |
-----------------------------------------------------------------------|
CHECK FOR YIELDING |
|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
Major -6.68E-01 3.24E+00 0.206 Eq. F7-1 2003 0.84 |
Minor 6.04E-01 3.24E+00 0.186 Eq. F7-1 2010 0.84 |
Intermediate Mn My |
Major 5.41E+00 0.00E+00 |
Minor 5.41E+00 0.00E+00 |
-----------------------------------------------------------------------|
CHECK FOR FLEXURE TENS/COMP INTERACTION |
RATIO CRITERIA L/C LOC |
Flexure Comp 0.356 Eq. H1-1b 2034 0.84 |
Flexure Tens 0.328 Eq. H1-1b 2034 0.84 |
Intermediate Mcx / Mrx / Pc / |
Mcy Mry Pr |
Flexure Comp 3.24E+00 -5.93E-01 1.21E+02 |
3.24E+00 4.71E-01 6.65E+00 |
Flexure Tens 3.24E+00 -5.93E-01 1.27E+02 |
3.24E+00 4.71E-01 0.00E+00 |
-----------------------------------------------------------------------|
CHECK FOR IN-PLANE/OUT-OF-PLANE FLEXURE COMP INTERACTION |
RATIO CRITERIA L/C LOC |
In-Plane Flx Comp 0.248 Eq. H1-1b 2002 0.84 |
Out Plane Flx Comp 0.128 Eq. H1-2 2002 0.84 |
Intermediate Mr Mc Pr Pc |
In-Plane Flx Comp -6.66E-01 3.24E+00 1.04E+01 1.21E+02 |
Out Plane Flx Comp -6.66E-01 3.24E+00 1.04E+01 1.21E+02 |
-----------------------------------------------------------------------

Print Time/Date: 22/01/2023 11:08 STAAD.Pro CONNECT Edition 22.10.00.153 Print Run 8 of 14
 Job No Sheet No Rev
9
Software licensed to only@ ::LAVteam::® Part
CONNECTED User: user@edu Non commercial
Job Title Ref

By M.A. MAMIN Date08-Dec-22 Chd K.M. ARIF

Client File Date/Time 21-Jan-2023
205_DMRT_KMLPR_ASD_EXP-B_GUTR.std 16:55

Steel Design (Track 2) Beam 11176 Check 1

11176 ST TUB72723.2 (INDIAN SECTIONS)
PASS Eq. H1-1b 0.391 2136
0.43 C 1.09 -0.18 0.55
-----------------------------------------------------------------------|
SLENDERNESS |
Actual Slenderness Ratio : 19.739 L/C : 2158 |
Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
-----------------------------------------------------------------------|
STRENGTH CHECKS |
Critical L/C : 2136 Ratio : 0.391(PASS) |
Loc : 0.55 Condition : Eq. H1-1b |
-----------------------------------------------------------------------|
DESIGN FORCES |
Fx: 4.341E-01(C ) Fy: 8.017E-01 Fz: 3.950E+00 |
Mx: 5.033E-02 My: 1.087E+00 Mz: -1.753E-01 |
-----------------------------------------------------------------------|
SECTION PROPERTIES (UNIT: CM ) |
Azz: 4.608E+00 Ayy: 4.608E+00 Cw: 0.000E+00 |
Szz: 1.842E+01 Syy: 1.842E+01 |
Izz: 6.630E+01 Iyy: 6.630E+01 Ix: 1.070E+02 |
-----------------------------------------------------------------------|
MATERIAL PROPERTIES |
Fyld: 248213.017 Fu: 413688.020 |
-----------------------------------------------------------------------|
Actual Member Length: 0.550 |
Design Parameters |
Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
-----------------------------------------------------------------------|
SECTION CLASS FLANGE / l lp lr |
WEB |
Compression : Non-Slender 19.50 N/A 40.23 |
Non-Slender 19.50 N/A 40.23 |
Flexure : Compact 19.50 32.19 40.23 |
Compact 19.50 69.55 163.81 |
-----------------------------------------------------------------------|
CHECK FOR TENSION |
|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
Yield 4.26E-01 1.27E+02 0.003 Eq. D2-1 2019 0.00 |
Rupture 4.26E-01 1.77E+02 0.002 Eq. D2-2 2019 0.00 |
-----------------------------------------------------------------------|
CHECK FOR COMPRESSION |
|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
Maj Buck 4.34E-01 1.24E+02 0.003 Sec. E1 2143 0.00 |
Min Buck 4.34E-01 1.24E+02 0.003 Eq. E3-1 2143 0.00 |
Intermediate |
Results Ag KL/r Fcr Fe Pn |
Maj Buck 8.54E-04 19.74 2.43E+05 5.19E+06 2.08E+02 |
Min Buck 8.54E-04 19.74 2.43E+05 5.19E+06 2.08E+02 |
-----------------------------------------------------------------------

Print Time/Date: 22/01/2023 11:08 STAAD.Pro CONNECT Edition 22.10.00.153 Print Run 9 of 14
 Job No Sheet No Rev
10
Software licensed to only@ ::LAVteam::® Part
CONNECTED User: user@edu Non commercial
Job Title Ref

By M.A. MAMIN Date08-Dec-22 Chd K.M. ARIF

Client File Date/Time 21-Jan-2023
205_DMRT_KMLPR_ASD_EXP-B_GUTR.std 16:55

| CHECK FOR SHEAR |

|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
Major 3.97E+00 2.05E+01 0.193 Eq. G2-1 2010 0.00 |
Minor -8.39E-01 3.56E+01 0.024 Eq. G2-1 2035 0.55 |
Intermediate |
Results Aw Cv Kv h/tw Vn |
Major 2.30E-04 1.00 5.00 19.50 3.43E+01 |
Minor 3.99E-04 1.00 5.00 19.50 5.95E+01 |
-----------------------------------------------------------------------|
CHECK FOR TORSION |
|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
-5.11E-02 2.69E+00 0.019 Eq. H3-1 2018 0.00 |
Intermediate Fcr Tn |
1.49E+05 4.49E+00 |
-----------------------------------------------------------------------|
CHECK FOR YIELDING |
|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
Major 1.75E-01 3.24E+00 0.054 Eq. F7-1 2143 0.55 |
Minor -1.09E+00 3.24E+00 0.337 Eq. F7-1 2010 0.55 |
Intermediate Mn My |
Major 5.41E+00 0.00E+00 |
Minor 5.41E+00 0.00E+00 |
-----------------------------------------------------------------------|
CHECK FOR FLEXURE TENS/COMP INTERACTION |
RATIO CRITERIA L/C LOC |
Flexure Comp 0.391 Eq. H1-1b 2136 0.55 |
Flexure Tens 0.390 Eq. H1-1b 2010 0.55 |
Intermediate Mcx / Mrx / Pc / |
Mcy Mry Pr |
Flexure Comp 3.24E+00 1.75E-01 1.24E+02 |
3.24E+00 1.09E+00 4.34E-01 |
Flexure Tens 3.24E+00 -1.67E-01 1.27E+02 |
3.24E+00 -1.09E+00 4.26E-01 |
-----------------------------------------------------------------------

Print Time/Date: 22/01/2023 11:08 STAAD.Pro CONNECT Edition 22.10.00.153 Print Run 10 of 14
 Job No Sheet No Rev
11
Software licensed to only@ ::LAVteam::® Part
CONNECTED User: user@edu Non commercial
Job Title Ref

By M.A. MAMIN Date08-Dec-22 Chd K.M. ARIF

Client File Date/Time 21-Jan-2023
205_DMRT_KMLPR_ASD_EXP-B_GUTR.std 16:55

Steel Design (Track 2) Beam 11213 Check 1

11213 ST TUB72723.2 (INDIAN SECTIONS)
PASS Eq. H1-1b 0.381 2081
0.57 T 1.23 -0.00 0.00
-----------------------------------------------------------------------|
SLENDERNESS |
Actual Slenderness Ratio : 16.150 L/C : 2158 |
Allowable Slenderness Ratio : 300.000 LOC : 0.00 |
-----------------------------------------------------------------------|
STRENGTH CHECKS |
Critical L/C : 2081 Ratio : 0.381(PASS) |
Loc : 0.00 Condition : Eq. H1-1b |
-----------------------------------------------------------------------|
DESIGN FORCES |
Fx: 5.673E-01(T ) Fy: 2.259E-02 Fz: -5.398E+00 |
Mx: 1.900E-03 My: 1.227E+00 Mz: -1.657E-03 |
-----------------------------------------------------------------------|
SECTION PROPERTIES (UNIT: CM ) |
Azz: 4.608E+00 Ayy: 4.608E+00 Cw: 0.000E+00 |
Szz: 1.842E+01 Syy: 1.842E+01 |
Izz: 6.630E+01 Iyy: 6.630E+01 Ix: 1.070E+02 |
-----------------------------------------------------------------------|
MATERIAL PROPERTIES |
Fyld: 248213.017 Fu: 413688.020 |
-----------------------------------------------------------------------|
Actual Member Length: 0.450 |
Design Parameters |
Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
-----------------------------------------------------------------------|
SECTION CLASS FLANGE / l lp lr |
WEB |
Compression : Non-Slender 19.50 N/A 40.23 |
Non-Slender 19.50 N/A 40.23 |
Flexure : Compact 19.50 32.19 40.23 |
Compact 19.50 69.55 163.81 |
-----------------------------------------------------------------------|
CHECK FOR TENSION |
|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
Yield 5.67E-01 1.27E+02 0.004 Eq. D2-1 2002 0.00 |
Rupture 5.67E-01 1.77E+02 0.003 Eq. D2-2 2002 0.00 |
-----------------------------------------------------------------------|
CHECK FOR COMPRESSION |
|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
Maj Buck 1.60E-01 1.25E+02 0.001 Sec. E1 2138 0.45 |
Min Buck 1.60E-01 1.25E+02 0.001 Eq. E3-1 2138 0.45 |
Intermediate |
Results Ag KL/r Fcr Fe Pn |
Maj Buck 8.54E-04 16.15 2.45E+05 7.76E+06 2.09E+02 |
Min Buck 8.54E-04 16.15 2.45E+05 7.76E+06 2.09E+02 |
-----------------------------------------------------------------------

Print Time/Date: 22/01/2023 11:08 STAAD.Pro CONNECT Edition 22.10.00.153 Print Run 11 of 14
 Job No Sheet No Rev
12
Software licensed to only@ ::LAVteam::® Part
CONNECTED User: user@edu Non commercial
Job Title Ref

By M.A. MAMIN Date08-Dec-22 Chd K.M. ARIF

Client File Date/Time 21-Jan-2023
205_DMRT_KMLPR_ASD_EXP-B_GUTR.std 16:55

| CHECK FOR SHEAR |

|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
Major 5.40E+00 2.05E+01 0.263 Eq. G2-1 2081 0.00 |
Minor -4.27E-02 3.56E+01 0.001 Eq. G2-1 2136 0.00 |
Intermediate |
Results Aw Cv Kv h/tw Vn |
Major 2.30E-04 1.00 5.00 19.50 3.43E+01 |
Minor 3.99E-04 1.00 5.00 19.50 5.95E+01 |
-----------------------------------------------------------------------|
CHECK FOR TORSION |
|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
-1.36E-01 2.69E+00 0.051 Eq. H3-1 2064 0.00 |
Intermediate Fcr Tn |
1.49E+05 4.49E+00 |
-----------------------------------------------------------------------|
CHECK FOR YIELDING |
|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
Major 1.18E-02 3.24E+00 0.004 Eq. F7-1 2002 0.45 |
Minor 1.23E+00 3.24E+00 0.379 Eq. F7-1 2081 0.00 |
Intermediate Mn My |
Major 5.41E+00 0.00E+00 |
Minor 5.41E+00 0.00E+00 |
-----------------------------------------------------------------------|
CHECK FOR FLEXURE TENS/COMP INTERACTION |
RATIO CRITERIA L/C LOC |
Flexure Comp 0.379 Eq. H1-1b 2081 0.00 |
Flexure Tens 0.381 Eq. H1-1b 2081 0.00 |
Intermediate Mcx / Mrx / Pc / |
Mcy Mry Pr |
Flexure Comp 3.24E+00 1.66E-03 1.25E+02 |
3.24E+00 1.23E+00 0.00E+00 |
Flexure Tens 3.24E+00 1.66E-03 1.27E+02 |
3.24E+00 1.23E+00 5.67E-01 |
-----------------------------------------------------------------------

Print Time/Date: 22/01/2023 11:08 STAAD.Pro CONNECT Edition 22.10.00.153 Print Run 12 of 14
 Job No Sheet No Rev
13
Software licensed to only@ ::LAVteam::® Part
CONNECTED User: user@edu Non commercial
Job Title Ref

By M.A. MAMIN Date08-Dec-22 Chd K.M. ARIF

Client File Date/Time 21-Jan-2023
205_DMRT_KMLPR_ASD_EXP-B_GUTR.std 16:55

Steel Design (Track 2) Beam 11215 Check 1

11215 ST TUB72723.2 (INDIAN SECTIONS)
PASS Eq. H1-1b 0.378 2003
0.57 T 1.22 -0.00 0.45
-----------------------------------------------------------------------|
SLENDERNESS |
Actual Slenderness Ratio : 16.150 L/C : 2158 |
Allowable Slenderness Ratio : 300.000 LOC : 0.00 |
-----------------------------------------------------------------------|
STRENGTH CHECKS |
Critical L/C : 2003 Ratio : 0.378(PASS) |
Loc : 0.45 Condition : Eq. H1-1b |
-----------------------------------------------------------------------|
DESIGN FORCES |
Fx: 5.682E-01(T ) Fy: -1.744E-02 Fz: 5.345E+00 |
Mx: -4.728E-03 My: 1.216E+00 Mz: -1.281E-03 |
-----------------------------------------------------------------------|
SECTION PROPERTIES (UNIT: CM ) |
Azz: 4.608E+00 Ayy: 4.608E+00 Cw: 0.000E+00 |
Szz: 1.842E+01 Syy: 1.842E+01 |
Izz: 6.630E+01 Iyy: 6.630E+01 Ix: 1.070E+02 |
-----------------------------------------------------------------------|
MATERIAL PROPERTIES |
Fyld: 248213.017 Fu: 413688.020 |
-----------------------------------------------------------------------|
Actual Member Length: 0.450 |
Design Parameters |
Kz: 1.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
-----------------------------------------------------------------------|
SECTION CLASS FLANGE / l lp lr |
WEB |
Compression : Non-Slender 19.50 N/A 40.23 |
Non-Slender 19.50 N/A 40.23 |
Flexure : Compact 19.50 32.19 40.23 |
Compact 19.50 69.55 163.81 |
-----------------------------------------------------------------------|
CHECK FOR TENSION |
|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
Yield 5.70E-01 1.27E+02 0.004 Eq. D2-1 2122 0.45 |
Rupture 5.70E-01 1.77E+02 0.003 Eq. D2-2 2122 0.45 |
-----------------------------------------------------------------------|
CHECK FOR COMPRESSION |
|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
Maj Buck 5.05E-01 1.25E+02 0.004 Sec. E1 2064 0.00 |
Min Buck 5.05E-01 1.25E+02 0.004 Eq. E3-1 2064 0.00 |
Intermediate |
Results Ag KL/r Fcr Fe Pn |
Maj Buck 8.54E-04 16.15 2.45E+05 7.76E+06 2.09E+02 |
Min Buck 8.54E-04 16.15 2.45E+05 7.76E+06 2.09E+02 |
-----------------------------------------------------------------------

Print Time/Date: 22/01/2023 11:08 STAAD.Pro CONNECT Edition 22.10.00.153 Print Run 13 of 14
 Job No Sheet No Rev
14
Software licensed to only@ ::LAVteam::® Part
CONNECTED User: user@edu Non commercial
Job Title Ref

By M.A. MAMIN Date08-Dec-22 Chd K.M. ARIF

Client File Date/Time 21-Jan-2023
205_DMRT_KMLPR_ASD_EXP-B_GUTR.std 16:55

| CHECK FOR SHEAR |

|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
Major -5.35E+00 2.05E+01 0.260 Eq. G2-1 2003 0.00 |
Minor 8.37E-01 3.56E+01 0.023 Eq. G2-1 2064 0.00 |
Intermediate |
Results Aw Cv Kv h/tw Vn |
Major 2.30E-04 1.00 5.00 19.50 3.43E+01 |
Minor 3.99E-04 1.00 5.00 19.50 5.95E+01 |
-----------------------------------------------------------------------|
CHECK FOR TORSION |
|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
1.41E-01 2.69E+00 0.052 Eq. H3-1 2146 0.00 |
Intermediate Fcr Tn |
1.49E+05 4.49E+00 |
-----------------------------------------------------------------------|
CHECK FOR YIELDING |
|
FORCE CAPACITY RATIO CRITERIA L/C LOC |
Major -1.83E-01 3.24E+00 0.057 Eq. F7-1 2056 0.00 |
Minor 1.22E+00 3.24E+00 0.375 Eq. F7-1 2003 0.45 |
Intermediate Mn My |
Major 5.41E+00 0.00E+00 |
Minor 5.41E+00 0.00E+00 |
-----------------------------------------------------------------------|
CHECK FOR FLEXURE TENS/COMP INTERACTION |
RATIO CRITERIA L/C LOC |
Flexure Comp 0.376 Eq. H1-1b 2003 0.45 |
Flexure Tens 0.378 Eq. H1-1b 2003 0.45 |
Intermediate Mcx / Mrx / Pc / |
Mcy Mry Pr |
Flexure Comp 3.24E+00 1.28E-03 1.25E+02 |
3.24E+00 1.22E+00 0.00E+00 |
Flexure Tens 3.24E+00 1.28E-03 1.27E+02 |
3.24E+00 1.22E+00 5.68E-01 |
-----------------------------------------------------------------------

Print Time/Date: 22/01/2023 11:08 STAAD.Pro CONNECT Edition 22.10.00.153 Print Run 14 of 14