MasterSeries Student-Steel & Concrete Frame

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  • 8/18/2019 MasterSeries Student-Steel & Concrete Frame

    1/180

  • 8/18/2019 MasterSeries Student-Steel & Concrete Frame

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    © MasterFrame - Project title : ...... C:\Program Files (x86)\MasterSeries\Demo Org\PowerPa\!" - #D Steel a$ Co$crete Frame-org

    %rial &ersio$

    MasterSeries Educational VersionNot to be used commercially

    For Student use only by

    John Smith - [email protected] 

    !!!.masterseries.co.uk 

    Job "e# 

    Sheet

    Made by

    $ate

    %hecked

    &''ro(ed

    ) *uality &ssurance

    ) *uality &ssurance +

    ) &.,. hite

    ) 1 /ctober 201 + Ver. 201.10

    ) .. Snounou

    )

    'catio$al &ersio$ - Sotware *roce +, www.MasterSeries.co. © Ciil a$ Strctral Com*ter Serices /imite.- 0ot or commercial se

    MasterFrame $ata File'catio$al &ersio$: Ste$t 1se O$l, 0ot or commercial se2

    3oadin4 %ases and 3oad %ombination'catio$al &ersio$: Ste$t 1se O$l, 0ot or commercial se2

    3oad rou' 3abels'catio$al &ersio$: Ste$t 1se O$l, 0ot or commercial se2/oa 3ro* 1% 1$it, /oa Factor (4ll Cases)/oa 3ro* D5 Dea /oa/oa 3ro* /5 /ie /oa/oa 3ro* 5 i$ /oa rom sie

    'catio$al &ersio$: Ste$t 1se O$l, 0ot or commercial se2

    3oad %ase 001 ) $ead 'lus 3i(e 56ltimate7'catio$al &ersio$: Ste$t 1se O$l, 0ot or commercial se2/oa Com+i$atio$ 7 5.!! 1% 7 5.9 D5 7 5.9! /5Seco$ Orer 4$al,sis P-Delta 4$al,sis si$g te 0ewto$-;a*so$ Meto

    3oad %ase 002 ) $ead 8lus 3i(e 8lus ind /n Side 56ltimate7'catio$al &ersio$: Ste$t 1se O$l, 0ot or commercial se2/oa Com+i$atio$ 7 5.!! 1% 7 5.9 D5 7 5.9! /5 7 !. axis e?al

    to !.9@ o te actore ertical loas i$ case

      Level @ (m) F (kN) Level @ (m) F (kN) Level @ (m) F (kN)

      0 0.000 0.324 1 3.325 16.513 2 7.000 0.859

    3 8.228 0.062 4 8.318 0.120 5 9.455 0.279

    6 9.636 0.487 7 11.000 0.603

    Node F (kN) Node F (kN) Node F (kN) Node F (kN)

      1 0.031 2 0.031 3 0.040 4 0.040

    5 0.217 6 0.303 7 1.080 8 0.674

    9 0.143 10 0.075 11 0.109 12 0.178

    13 0.098 14 0.031 15 0.031 16 0.040

    17 0.040 18 0.420 19 0.733 20 0.778

    21 0.760 22 1.787 23 1.187 24 0.078

    25 0.043 26 0.062 27 0.120 28 0.070

    29 0.125 30 0.116 31 0.006 32 0.003

    33 0.005 34 0.006 35 0.419 36 0.952

    37 0.915 38 0.885 39 1.328 40 1.013

    41 0.203 42 0.111 43 0.278 44 0.006

    45 0.499 46 0.071 47 0.004 48 0.747

    49 0.099 50 0.497 51 0.111 52 0.00453 0.512 54 0.184 55 0.562 56 0.006

    57 0.245 58 0.134

    Seco$ Orer 4$al,sis P-Delta 4$al,sis si$g te 0ewto$-;a*so$ Meto

    3oad %ase 00 ) $ead 8lus ind /n Side 56ltimate7'catio$al &ersio$: Ste$t 1se O$l, 0ot or commercial se2/oa Com+i$atio$ 7 5.!! 1% 7 5.!! D5 7 5.9! 5 0otio$al /oas 4**l, ori=o$tal $otio$al loas at !.! egrees rom > axis e?al

    to !.9@ o te actore ertical loas i$ case #

      Level @ (m) F (kN) Level @ (m) F (kN) Level @ (m) F (kN)

      0 0.000 0.259 1 3.325 6.516 2 7.000 -0.256

    3 8.228 -0.079 4 8.318 0.023 5 9.455 -0.360

    6 9.636 0.097 7 11.000 -0.222

    Node F (kN) Node F (kN) Node F (kN) Node F (kN)

      1 0.025 2 0.025 3 0.032 4 0.032

    5 0.173 6 0.242 7 0.501 8 0.308

    9 0.030 10 -0.091 11 -0.144 12 0.035

  • 8/18/2019 MasterSeries Student-Steel & Concrete Frame

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    © MasterFrame - Project title : ...... C:\Program Files (x86)\MasterSeries\Demo Org\PowerPa\!" - #D Steel a$ Co$crete Frame-org

    %rial &ersio$

    MasterSeries Educational VersionNot to be used commercially

    For Student use only by

    John Smith - [email protected] 

    !!!.masterseries.co.uk 

    Job "e# 

    Sheet

    Made by

    $ate

    %hecked

    &''ro(ed

    ) *uality &ssurance

    ) *uality &ssurance +

    ) &.,. hite

    ) 1 /ctober 201 + Ver. 201.10

    ) .. Snounou

    )

    'catio$al &ersio$ - Sotware *roce +, www.MasterSeries.co. © Ciil a$ Strctral Com*ter Serices /imite.- 0ot or commercial se

      13 -0.027 14 0.025 15 0.025 16 0.032

    17 0.032 18 0.230 19 0.333 20 0.368

    21 0.353 22 0.698 23 0.486 24 0.019

    25 -0.042 26 -0.079 27 0.023 28 -0.092

    29 0.024 30 -0.043 31 0.004 32 0.00233 0.004 34 0.004 35 0.133 36 0.291

    37 0.276 38 0.270 39 0.397 40 0.349

    41 0.040 42 -0.143 43 -0.104 44 0.004

    45 0.169 46 -0.095 47 0.003 48 0.243

    49 -0.124 50 0.196 51 -0.048 52 0.003

    53 0.193 54 0.038 55 0.215 56 0.004

    57 0.093 58 0.026

    Seco$ Orer 4$al,sis P-Delta 4$al,sis si$g te 0ewto$-;a*so$ Meto

    3oad %ase 009 ) 3i(e /nly 5Ser(iceability7'catio$al &ersio$: Ste$t 1se O$l, 0ot or commercial se2/oa Com+i$atio$ 7 5.!! 1% 7 5.!! /5Seco$ Orer 4$al,sis P-Delta 4$al,sis si$g te 0ewto$-;a*so$ Meto

    3oad %ase 00: ) S!ay Stability @ 0;'catio$al &ersio$: Ste$t 1se O$l, 0ot or commercial se2/oa Com+i$atio$ 7 5.!! 1%Seco$ Orer 4$al,sis P-Delta 4$al,sis si$g te 0ewto$-;a*so$ Meto

    3oad %ase 00< ) $ead 'lus 3i(e 56ltimate7 = Notional @ 0;'catio$al &ersio$: Ste$t 1se O$l, 0ot or commercial se2/oa Com+i$atio$ 7 5.!! 1% 7 5.9 D5 7 5.9! /5 0otio$al /oas 4**l, ori=o$tal $otio$al loas at !.! egrees rom > axis e?al

    to !.9@ o te actore ertical loas i$ case 6

      Level @ (m) F (kN) Level @ (m) F (kN) Level @ (m) F (kN)

      0 0.000 0.324 1 3.325 16.513 2 7.000 1.187

    3 8.228 0.121 4 8.318 0.130 5 9.455 0.5486 9.636 0.526 7 11.000 0.848

    Node F (kN) Node F (kN) Node F (kN) Node F (kN)

      1 0.031 2 0.031 3 0.040 4 0.040

    5 0.217 6 0.303 7 1.080 8 0.674

    9 0.155 10 0.145 11 0.217 12 0.192

    13 0.132 14 0.031 15 0.031 16 0.040

    17 0.040 18 0.420 19 0.733 20 0.778

    21 0.760 22 1.787 23 1.187 24 0.084

    25 0.079 26 0.121 27 0.130 28 0.139

    29 0.135 30 0.164 31 0.006 32 0.003

    33 0.005 34 0.006 35 0.419 36 0.952

    37 0.915 38 0.885 39 1.328 40 1.013

    41 0.219 42 0.219 43 0.391 44 0.006

    45 0.499 46 0.141 47 0.004 48 0.747

    49 0.193 50 0.497 51 0.160 52 0.004

    53 0.512 54 0.199 55 0.562 56 0.006

    57 0.245 58 0.145

    Seco$ Orer 4$al,sis P-Delta 4$al,sis si$g te 0ewto$-;a*so$ Meto

    ,he Nodal %o-ordinates'catio$al &ersio$: Ste$t 1se O$l, 0ot or commercial se2  Node X (m) Y (m) Z (m) Node X (m) Y (m) Z (m)

      1 0.000 0.000 0.000 2 7.250 0.000 0.000

    3 15.250 0.000 0.000 4 22.000 0.000 0.000

    5 0.000 3.325 0.000 6 7.250 3.325 0.000

    7 15.250 3.325 0.000 8 22.000 3.325 0.000

    9 0.000 7.000 0.000 10 22.000 7.000 0.000

    11 15.250 9.455 0.000 12 7.250 9.636 0.000

    13 11.000 11.000 0.000 14 0.000 0.000 5.000

    15 7.250 0.000 5.000 16 15.250 0.000 5.000

    17 22.000 0.000 5.000 18 0.000 3.325 5.000

    19 3.625 3.325 5.000 20 7.250 3.325 5.000

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    © MasterFrame - Project title : ...... C:\Program Files (x86)\MasterSeries\Demo Org\PowerPa\!" - #D Steel a$ Co$crete Frame-org

    %rial &ersio$

    MasterSeries Educational VersionNot to be used commercially

    For Student use only by

    John Smith - [email protected] 

    !!!.masterseries.co.uk 

    Job "e# 

    Sheet

    Made by

    $ate

    %hecked

    &''ro(ed

    ) *uality &ssurance

    ) *uality &ssurance +

    ) &.,. hite

    ) 1 /ctober 201 + Ver. 201.10

    ) .. Snounou

    )

    'catio$al &ersio$ - Sotware *roce +, www.MasterSeries.co. © Ciil a$ Strctral Com*ter Serices /imite.- 0ot or commercial se

      21 11.250 3.325 5.000 22 15.250 3.325 5.000

    23 22.000 3.325 5.000 24 0.000 7.000 5.000

    25 22.000 7.000 5.000 26 18.625 8.228 5.000

    27 3.625 8.318 5.000 28 15.250 9.455 5.000

    29 7.249 9.636 5.000 30 11.000 11.000 5.00031 0.000 0.000 10.000 32 7.250 0.000 10.000

    33 15.250 0.000 10.000 34 22.000 0.000 10.000

    35 0.000 3.325 10.000 36 3.625 3.325 10.000

    37 7.250 3.325 10.000 38 11.250 3.325 10.000

    39 15.250 3.325 10.000 40 22.000 3.325 10.000

    41 0.000 7.000 10.000 42 22.000 7.000 10.000

    43 11.000 11.000 10.000 44 22.000 0.000 13.075

    45 22.000 3.325 13.075 46 22.000 7.000 13.075

    47 15.250 0.000 13.666 48 15.250 3.325 13.666

    49 15.250 9.455 13.666 50 11.250 3.325 14.016

    51 11.000 11.000 14.038 52 7.250 0.000 14.366

    53 7.250 3.325 14.366 54 7.250 9.636 14.366

    55 3.625 3.325 14.683 56 0.000 0.000 15.000

    57 0.000 3.325 15.000 58 0.000 7.000 15.000

    Member 8ro'erties'catio$al &ersio$: Ste$t 1se O$l, 0ot or commercial se2

      Mem+ers 5-8  M ... ... 350x550 26.006 ! 10.06

      " 1925-4 #x 485261-8 #$ 196510-8 % 786042-8

    Mem+ers "-5#  M ... ... 406x178 &' 74 275*

      " 94.5-4 #x 27313-8 #$ 1548-8 % 62.77-8

    210.06 ! 80.776

      Mem+er 5A  M ... ... 356x171 &' 51 275*  " 64.9-4 #x 14139-8 #$ 971.2-8 % 23.81-8

    210.06 ! 80.776

      Mem+ers 59-56 a$ #"  M ... ... 356x171 &' 67 275*

      " 85.48-4 #x 19466-8 #$ 1365-8 % 55.68-8

    210.06 ! 80.776

      Mem+ers 5

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    © MasterFrame - Project title : ...... C:\Program Files (x86)\MasterSeries\Demo Org\PowerPa\!" - #D Steel a$ Co$crete Frame-org

    %rial &ersio$

    MasterSeries Educational VersionNot to be used commercially

    For Student use only by

    John Smith - [email protected] 

    !!!.masterseries.co.uk 

    Job "e# 

    Sheet

    Made by

    $ate

    %hecked

    &''ro(ed

    ) *uality &ssurance

    ) *uality &ssurance +

    ) &.,. hite

    ) 1 /ctober 201 + Ver. 201.10

    ) .. Snounou

    )

    'catio$al &ersio$ - Sotware *roce +, www.MasterSeries.co. © Ciil a$ Strctral Com*ter Serices /imite.- 0ot or commercial se

      " 53.4-4 #x 8198-8 #$ 390.4-8 % 21.13-8

    210.06 ! 80.776

      Mem+er #5

      M ... ... 254x146 &' 31 (150@185) +elll/ 324 275*  " 44.05-4 #x 7827-8 #$ 447.7-8 % 9.08-8

    210.06 ! 80.776

      Mem+er #  M ... ... 200x15 120x20 ' 665x10 le 94.59 275*

      " 120.5-4 #x 87028-8 #$ 1294-8 % 76.67-8

    210.06 ! 80.776

      Mem+ers A! a$ "A  M ... ... 254x146 &' 31 275*

      " 39.67-4 #x 4414-8 #$ 448.4-8 % 8.55-8

    210.06 ! 80.776

      Mem+ers A5B

      " 54.77-4 #x 6545-8 #$ 678.3-8 % 23.88-8

    210.06 ! 80.776

      Mem+ers 9"-66 (.!!!m a$c '$5 (69#.5)B 5.!!!m a$c '$ (9AA.#))  M ... ... 305x127 &' 48 275*

      " 61.23-4 #x 9577-8 #$ 462.7-8 % 31.78-8

    210.06 ! 80.776

      Mem+ers

  • 8/18/2019 MasterSeries Student-Steel & Concrete Frame

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    © MasterFrame - Project title : ...... C:\Program Files (x86)\MasterSeries\Demo Org\PowerPa\!" - #D Steel a$ Co$crete Frame-org

    %rial &ersio$

    MasterSeries Educational VersionNot to be used commercially

    For Student use only by

    John Smith - [email protected] 

    !!!.masterseries.co.uk 

    Job "e# 

    Sheet

    Made by

    $ate

    %hecked

    &''ro(ed

    ) *uality &ssurance

    ) *uality &ssurance +

    ) &.,. hite

    ) 1 /ctober 201 + Ver. 201.10

    ) .. Snounou

    )

    'catio$al &ersio$ - Sotware *roce +, www.MasterSeries.co. © Ciil a$ Strctral Com*ter Serices /imite.- 0ot or commercial se

      M ... ... 305x127 &' 48 275*

      " 61.23-4 #x 9577-8 #$ 462.7-8 % 31.78-8

    210.06 ! 80.776

      Mem+ers "# a$ "9  M ... ... 305x165 &' 40 275*

      " 51.31-4 #x 8504-8 #$ 766.0-8 % 14.73-8

    210.06 ! 80.776

    Member 3oadin4'catio$al &ersio$: Ste$t 1se O$l, 0ot or commercial se2

    Mem+er Sel eigt De$sit, /oa $cle i$ /oa 3ro* D5B ei$e +, Mols o 'lasticit,' 0Emm De$sit, 0Em#

    G !!.!!

    L1 &LY -000.600 kN

  • 8/18/2019 MasterSeries Student-Steel & Concrete Frame

    7/180

    © MasterFrame - Project title : ...... C:\Program Files (x86)\MasterSeries\Demo Org\PowerPa\!" - #D Steel a$ Co$crete Frame-org

    %rial &ersio$

    MasterSeries Educational VersionNot to be used commercially

    For Student use only by

    John Smith - [email protected] 

    !!!.masterseries.co.uk 

    Job "e# 

    Sheet

    Made by

    $ate

    %hecked

    &''ro(ed

    ) *uality &ssurance

    ) *uality &ssurance +

    ) &.,. hite

    ) 1 /ctober 201 + Ver. 201.10

    ) .. Snounou

    )

    'catio$al &ersio$ - Sotware *roce +, www.MasterSeries.co. © Ciil a$ Strctral Com*ter Serices /imite.- 0ot or commercial se

      2 &LZ 000.300 kN

    Mem+ers

  • 8/18/2019 MasterSeries Student-Steel & Concrete Frame

    8/180

    © MasterFrame - Project title : ...... C:\Program Files (x86)\MasterSeries\Demo Org\PowerPa\!" - #D Steel a$ Co$crete Frame-org

    %rial &ersio$

    MasterSeries Educational VersionNot to be used commercially

    For Student use only by

    John Smith - [email protected] 

    !!!.masterseries.co.uk 

    Job "e# 

    Sheet

    Made by

    $ate

    %hecked

    &''ro(ed

    ) *uality &ssurance

    ) *uality &ssurance +

    ) &.,. hite

    ) 1 /ctober 201 + Ver. 201.10

    ) .. Snounou

    )

    'catio$al &ersio$ - Sotware *roce +, www.MasterSeries.co. © Ciil a$ Strctral Com*ter Serices /imite.- 0ot or commercial se

    Member End "eleases'catio$al &ersio$: Ste$t 1se O$l, 0ot or commercial se2S,m+ols '$ 5 torsio$-mi$or-major '$ torsio$-mi$or-major O ;elease I Fixe

      9 >?? >>> 10 >>> >?? 12 >>> >?? 13 >?? >??14 >?? >?? 15 >?? >>> 17 >?? >>> 18 >>> >??

    22 >?? >?? 23 >?? >?? 24 >?? >?? 25 >?? >??

    26 >?? >?? 28 >?? >?? 29 >?? >?? 30 >?? >??

    31 >?? >?? 32 >?? >?? 33 >?? >?? 34 >?? >??

    35 >?? >?? 36 >?? >?? 37 >?? >?? 42 >?? >>>

    43 >?? >?? 44 >?? >?? 45 >?? >?? 46 >?? >??

    49 >?? >?? 51 >?? >?? 52 >?? >?? 53 >>> >??

    54 >?? >?? 55 >?? >?? 57 >?? >?? 58 >?? >??

    75 >?? >>> 76 >?? >?? 77 >?? >?? 78 >?? >>>

    83 >?? >>> 84 >?? >>> 94 >>> >?? 96 >>> >??

    Nodal 3oadin4 and Su''ort %onditions'catio$al &ersio$: Ste$t 1se O$l, 0ot or commercial se2

     0OD'S 5B AB 5AB 5

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    © MasterFrame - Project title : ...... C:\Program Files (x86)\MasterSeries\Demo Org\PowerPa\!" - #D Steel a$ Co$crete Frame-org

    %rial &ersio$

    MasterSeries Educational VersionNot to be used commercially

    For Student use only by

    John Smith - [email protected] 

    !!!.masterseries.co.uk 

    Job "e# 

    Sheet

    Made by

    $ate

    %hecked

    &''ro(ed

    ) *uality &ssurance

    ) *uality &ssurance +

    ) &.,. hite

    ) 1 /ctober 201 + Ver. 201.10

    ) .. Snounou

    )

    'catio$al &ersio$ - Sotware *roce +, www.MasterSeries.co. © Ciil a$ Strctral Com*ter Serices /imite.- 0ot or commercial se

    Nodal $e#lections Ser(iceability 5009 ) 3i(e /nly 5Ser(iceability77

    NodeNodal $is'lacements 5mm7 Nodal "otations 5$e4rees7

    > ? >? > ? >?

    5 !.!! !.!! !.!! !.!! -!.!5 !.!! !.!5 !.!5 !.!! !.!! !.!! !.!! !.!! !.!! !.!! !.!!# !.!! !.!! !.!! !.!! -!.!5 !.!! !.! !.!A !.!! !.!! !.!! !.!! -!.!5 !.!! -!.!5 !.!59 -!.# -!.!5 -!.9 !.96 -!.!5 !.!! !.!! !.!56 -!. -!.! -!.5# !.6 !.!! !.!! !.!! !.!!< -!. -!.!< -!.!" !.9 !.!5 !.!! -!.! !.!8 -!. -!.!A -!.6 !.#9 !.!! !.!! !.!# !.!#" -9.58 -!.!6 -!.98 9.5 !.!! -!.!A !.! !.!A

    5! 9.59 -!.!8 -!.#5 9.56 !.!! !.!< -!.! !.!<55 9.!< -!.#6 8.#8 ".8! !.#6 -!.!6 !.5! !.#85 -9.5! -!.#A 8." 5!.8 !.#" !.!6 -!.55 !.A55# -!.!5 -5A.9A 5#."8 !.58 !.#" !.!< -!.9 !.A<5A !.!! !.!! !.!! !.!! -!.! !.!! !.! !.!#59 !.!! !.!! !.!! !.!! -!.!5 !.!! !.!! !.!556 !.!! !.!! !.!! !.!! !.!! !.!! !.! !.!5< !.!! !.!! !.!! !.!! !.!! !.!! -!.! !.!58 -!.#! -!.!< -!.9 !.6! !.!5 !.!! -!.! !.!5" -!.8 -5.A -!.99 5.#8 !.!! !.!! !.!! !.!!! -!.< -!.!" -!.AA !.9 !.!! !.!! !.!5 !.!55 -!.6 -!.A8 -!.5 !.98 -!.!5 !.!! !.!! !.!5 -!.A -!.5 -!.!" !." -!.!5 !.!! -!.! !.!# -!.# -!.!8 -!.6 !.#6 !.!! !.!! !.!9 !.!9A -55.68 -!.58 -!.9" 55.

    < -

  • 8/18/2019 MasterSeries Student-Steel & Concrete Frame

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    © MasterFrame - Project title : ...... C:\Program Files (x86)\MasterSeries\Demo Org\PowerPa\!" - #D Steel a$ Co$crete Frame-org

    %rial &ersio$

    MasterSeries Educational VersionNot to be used commercially

    For Student use only by

    John Smith - [email protected] 

    !!!.masterseries.co.uk 

    Job "e# 

    Sheet

    Made by

    $ate

    %hecked

    &''ro(ed

    ) *uality &ssurance

    ) *uality &ssurance +

    ) &.,. hite

    ) 1 /ctober 201 + Ver. 201.10

    ) .. Snounou

    )

    'catio$al &ersio$ - Sotware *roce +, www.MasterSeries.co. © Ciil a$ Strctral Com*ter Serices /imite.- 0ot or commercial se

    Nodal $e#lections Ser(iceability 500: ) S!ay Stability @ 0;7

    NodeNodal $is'lacements 5mm7 Nodal "otations 5$e4rees7

    > ? >? > ? >?

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    y-y B-B y-y B-B y-y B-B

    Mem Node &Aial ,orCue Shear Force Dendin4 Moment MaAimum Moment MaAimum

    ber End1 Force Moment 5kN7 5kN.m7 5kN.m @ m7 $e#lection

    No. End2 5kN7 5kN.m7 5mm @ m7

    5!#6 A.!6C -!.!5

    # 5.85% 5.A5 5.8A 5.98 6."9 #.9# .6!!J .9!!J

    " #.59% !." -!.9 !.!! !.!! !.!! -!.#5 !.!! 5."8

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    Member Forces 6ltimate 500 ) $ead 8lus ind /n Side 56ltimate77

    y-y B-B y-y B-B y-y B-B

    Mem Node &Aial ,orCue Shear Force Dendin4 Moment MaAimum Moment MaAimum

    ber End1 Force Moment 5kN7 5kN.m7 5kN.m @ m7 $e#lection

    No. End2 5kN7 5kN.m7 5mm @ m7

    "! 55.#9% !.!5 -8.!9 !.!! !.!! !.!! -#9.!6 !.!! 9.#!#< 55.#9% -!.!5 8.!9 !.!! !.!! !.!! .9!!J !.!!!J .9!!J

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    Member Forces 6ltimate 500 ) $ead 8lus ind /n Side 56ltimate77

    y-y B-B y-y B-B y-y B-B

    Mem Node &Aial ,orCue Shear Force Dendin4 Moment MaAimum Moment MaAimum

    ber End1 Force Moment 5kN7 5kN.m7 5kN.m @ m7 $e#lection

    No. End2 5kN7 5kN.m7 5mm @ m7

    A8" !.96C -!.! -!.!8 !.A9 -!.A! -5.#A -!.AA #.!#

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    Member Forces 6ltimate 500 ) $ead 8lus ind /n Side 56ltimate77

    y-y B-B y-y B-B y-y B-B

    Mem Node &Aial ,orCue Shear Force Dendin4 Moment MaAimum Moment MaAimum

    ber End1 Force Moment 5kN7 5kN.m7 5kN.m @ m7 $e#lection

    No. End2 5kN7 5kN.m7 5mm @ m7

    6<A6 ".AAC -!.!5 -5#.88 -!.!5 -5A.

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    Member Forces 6ltimate 500 ) $ead 8lus ind /n Side 56ltimate77

    y-y B-B y-y B-B y-y B-B

    Mem Node &Aial ,orCue Shear Force Dendin4 Moment MaAimum Moment MaAimum

    ber End1 Force Moment 5kN7 5kN.m7 5kN.m @ m7 $e#lection

    No. End2 5kN7 5kN.m7 5mm @ m7

    86# 5!8.#AC !.!! #.69 -!.## !.!! !.!! .A##< 5!

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    Mem Node &Aial ,orCue Shear Force Dendin4 Moment MaAimum Moment MaAimum

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    No. End2 5kN7 5kN.m7 5mm @ m7

    59 #.!8% -5.5! -.#9 !.#9 ".5! -!.9! -6.A6 !."96 #.!8% 5.5! 8.98 !.#9 #5.6< .! #.5"!J #.A!8J

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    Member Forces 6ltimate 500< ) $ead 'lus 3i(e 56ltimate7 = Notional @ 0;7

    y-y B-B y-y B-B y-y B-B

    Mem Node &Aial ,orCue Shear Force Dendin4 Moment MaAimum Moment MaAimum

    ber End1 Force Moment 5kN7 5kN.m7 5kN.m @ m7 $e#lection

    No. End2 5kN7 5kN.m7 5mm @ m7

    95" #6.6"% 9.5" 69.#< !.5# -59!.A5 -."8 -59!.A5 A.!8! #6.

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    MasterSeries Educational VersionNot to be used commercially

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    Job "e# 

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    Member Forces 6ltimate 500< ) $ead 'lus 3i(e 56ltimate7 = Notional @ 0;7

    y-y B-B y-y B-B y-y B-B

    Mem Node &Aial ,orCue Shear Force Dendin4 Moment MaAimum Moment MaAimum

    ber End1 Force Moment 5kN7 5kN.m7 5kN.m @ m7 $e#lection

    No. End2 5kN7 5kN.m7 5mm @ m7

    A55 #.5"! .!8C !.!9 -"9.8! !.!! !.!! !.!! -55".

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    MasterSeries Educational VersionNot to be used commercially

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    !!!.masterseries.co.uk 

    Job "e# 

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    Member Forces 6ltimate 500< ) $ead 'lus 3i(e 56ltimate7 = Notional @ 0;7

    y-y B-B y-y B-B y-y B-B

    Mem Node &Aial ,orCue Shear Force Dendin4 Moment MaAimum Moment MaAimum

    ber End1 Force Moment 5kN7 5kN.m7 5kN.m @ m7 $e#lection

    No. End2 5kN7 5kN.m7 5mm @ m7

    A#A! !.!#% !.!! -6.

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    © MasterFrame - Project title : ...... C:\Program Files (x86)\MasterSeries\Demo Org\PowerPa\!" - #D Steel a$ Co$crete Frame-org

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    MasterSeries Educational VersionNot to be used commercially

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    y-y B-B y-y B-B y-y B-B

    Mem Node &Aial ,orCue Shear Force Dendin4 Moment MaAimum Moment MaAimum

    ber End1 Force Moment 5kN7 5kN.m7 5kN.m @ m7 $e#lection

    No. End2 5kN7 5kN.m7 5mm @ m7

    6<

    6A" 66.66A 8

    5 65.5C !.!! !.!! !.!! !.!! !.!! !.!!!J !.!!!J #.599J

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    y-y B-B y-y B-B y-y B-B

    Mem Node &Aial ,orCue Shear Force Dendin4 Moment MaAimum Moment MaAimum

    ber End1 Force Moment 5kN7 5kN.m7 5kN.m @ m7 $e#lection

    No. End2 5kN7 5kN.m7 5mm @ m7

    8556 A6A.C -!.#< 5!.A9 6.A" !.!! !.!! !.9 AA8.6C !.#< 5!.A9 6.A" #A.

    #9 8!."#C !.! -65.

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    Member Forces 6ltimate 5MaAimum Values7

    y-y B-B y-y B-B y-y B-B

    Mem Node &Aial ,orCue Shear Force Dendin4 Moment MaAimum Moment MaAimum

    ber End1 Force Moment 5kN7 5kN.m7 5kN.m @ m7 $e#lection

    No. End2 5kN7 5kN.m7 5mm @ m7

    59 ".5C 5!.98 -."A -A.98 55.6 5!.!8 -6.A6 5.5!6 ".5C -5!.98 8.98 -A.98 #5.6< -#.59 #.5"!J A.#9!J

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    y-y B-B y-y B-B y-y B-B

    Mem Node &Aial ,orCue Shear Force Dendin4 Moment MaAimum Moment MaAimum

    ber End1 Force Moment 5kN7 5kN.m7 5kN.m @ m7 $e#lection

    No. End2 5kN7 5kN.m7 5mm @ m7

    !< !.!!% -A.

    58 9."6C -#.## -5".8< 5.98 56.58 -A.#" -55.9# !.68

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    No. End2 5kN7 5kN.m7 5mm @ m7

    #"#6 !.#

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    © MasterFrame - Project title : ...... C:\Program Files (x86)\MasterSeries\Demo Org\PowerPa\!" - #D Steel a$ Co$crete Frame-org

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    Mem Node &Aial ,orCue Shear Force Dendin4 Moment MaAimum Moment MaAimum

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    985 .5A% -!.!" -!.#" !.!! !.!! !.!! -!.6 !.!! 6.95#! .#!% !.!" !.#" !.!! !.!! !.!! #.5#AJ !.!!!J #.5"8J

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    "#A< A6.6#C -!.!5 6.9 5.!6 !.!! !.!! A." -!.96 5.6A8 AA."6C !.!5 -9.A 5.!A 5.

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