Splice Connection 200

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    Bolted end plate

    General

    This connection can bear any kind o orces and it's typical or beam-beam apexconnection that must transmit consistent bending moment.

    Standard: !S" - S# $%th &d

    Bolt eccentricity calc. method: &lastic

    "ategory or shear: Bearing type

    oment calc. method: isc #esign (uides )*+,*%,*

    Top confguration: % bolt &xtended Stiened

    Bottom confguration: % bolt &xtended Stiened

    /rocedure: 0ptimum

    Loads1nits k2, k23m

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    "ase4 a, /a4 56.+, 7a ma84 %.+5, 7a min4 %.55, a ma84 9.9$, a min4 *.$,

    Ta4 .+,

    "ase4 b, /a4 -$.95, 7a ma84 -.5, 7a min4 -$.+6, a ma84 9, a min4 -+.9*,

    Ta4 -$9.%%,

    "ase4 c, /a4 $$9.+, 7a ma84 .5, 7a min4 $.5$, a ma84 9.9$, a min4 %.6%,

    Ta4 $$.9*,

    "ase4 d, /a4 -$9;.+*, 7a ma84 -.++, 7a min4 -.;$, a ma84 -9.9$, a min4

    -.%%, Ta4 -$*.$,

    "ase4 e, /a4 56.++, 7a ma84 .%, 7a min4 %.5;, a ma84 9, a min4 *.*, Ta4

    $9.*,

    "ase4 , /a4 -%.$, 7a ma84 -%.%$, 7a min4 -$.%, a ma84 -9.9$, a min4

    -*.6+, Ta4 -.%,

    "ase4 g, /a4 $$9.+%, 7a ma84 .+, 7a min4 $.5%, a ma84 9.9$, a min4 %.6+,

    Ta4 $*.6,

    "ase4 h, /a4 -$99.;5, 7a ma84 -.5, 7a min4 -.;;, a ma84 -9.9$, a min4

    -.%%, Ta4 -$9.6*,

    Members2o strength check is made or members.

    ember: *99>5>$*

    9.* m

    9.* m

    9.9$* m

    9.995 m

    9.9$ m

    aterial: S*+

    *+ 2?mm@

    +9 2?mm@

    thk A: 9.9$ m

    9

    Plate & BoltsBolt siCe: *9

    9.9* m

    9.9** m

    "lass: 5.5

    %9 2?mm@

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    599 2?mm@

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    Weld, Notch & Stifeners=eld betEeen plate and sec. member:

    ;9 2?mm@

    =eb Eeld: complete penetration

    9.$%% m

    Flange Eeld: complete penetration

    9.* m

    -9.9$ m =eld distance rom "onn. xis

    Stieners

    SumUp

    Bolt shear: ok *G HhIBolt min. distances: ok

    /l. bearing hor.: ok $G HdI

    /l. bearing vert.: ok G HgI

    Bolt tension: ok $G HcI

    Bolt combined: ok *G HcI

    oment cap.: ok 9G HcI

    Stiener min. thk: ok

    Bolts"ase a

    Shear:

    %.55 k2

    %.+5 k2

    .+ k23m

    .+ k23m

    $

    .* k2

    %*.* k2

    .; k2

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    Bolt shear: ok $G

    Tension:

    56.+ k2

    9.9$ k23m

    6%.* k2

    ;+. k2

    56.%% k2

    Bolt tension: ok $*G

    Bolt combined: ok $;G Bolt ;

    +.;% k23m

    oment cap.: ok 9G

    "ase b

    Shear:

    -$.+6 k2

    -.5 k2

    -$9.%% k23m

    -$9.%% k23m

    $

    .* k2

    %*.* k2

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    .5%5 k2

    Bolt shear: ok $G

    Tension:

    -$.95 k2

    9 k23m

    6%.* k2

    ;+. k2

    9 k2

    Bolt tension: ok 9G

    Bolt combined: ok ;G Bolt 5

    9.$% k23m

    oment cap.: ok 9G

    "ase c

    Shear:

    $.5$ k2

    .5 k2

    $$.9* k23m

    $$.9* k23m

    $

    .* k2

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    %*.* k2

    ;.9+; k2

    Bolt shear: ok *G

    Tension:

    $$9.% k2

    9.9$ k23m

    6%.* k2

    ;+. k2

    $$9. k2

    Bolt tension: ok $G

    Bolt combined: ok *G Bolt ;

    %;.6; k23m

    oment cap.: ok 9G

    "ase d

    Shear:

    -.;$ k2

    -.++ k2

    -$*.$ k23m

    -$*.$ k23m

    $

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    .* k2

    %*.* k2

    5.* k2

    Bolt shear: ok *G

    Tension:

    -$9;.+ k2

    -9.9$ k23m

    6%.* k2

    ;+. k2

    9.$+*6 k2

    Bolt tension: ok 9G

    Bolt combined: ok $*G Bolt 5

    .6 k23m

    oment cap.: ok 9G

    "ase e

    Shear:

    %.5; k2

    .% k2

    $9.* k23m

    $9.* k23m

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    $

    .* k2

    %*.* k2

    ;.%* k2

    Bolt shear: ok *G

    Tension:

    56.++ k2

    9 k23m

    6%.* k2

    ;+. k2

    56.++ k2

    Bolt tension: ok $*G

    Bolt combined: ok $;G Bolt ;

    +.; k23m

    oment cap.: ok 9G

    "ase

    Shear:

    -$.% k2

    -%.%$ k2

    -.% k23m

    -.% k23m

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    $

    .* k2

    %*.* k2

    %.*; k2

    Bolt shear: ok $G

    Tension:

    -%.$ k2

    -9.9$ k23m

    6%.* k2

    ;+. k2

    9.$* k2

    Bolt tension: ok 9G

    Bolt combined: ok G Bolt 5

    9.*; k23m

    oment cap.: ok 9G

    "ase g

    Shear:

    $.5% k2

    .+ k2

    $*.6 k23m

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    $*.6 k23m

    $

    .* k2

    %*.* k2

    .+ k2

    Bolt shear: ok $G

    Tension:

    $$9.+ k2

    9.9$ k23m

    6%.* k2

    ;+. k2

    $$9. k2

    Bolt tension: ok $G

    Bolt combined: ok *G Bolt ;

    %;.65 k23m

    oment cap.: ok 9G

    "ase h

    Shear:

    -.;; k2

    -.5 k2

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    -$9.6* k23m

    -$9.6* k23m

    $

    .* k2

    %*.* k2

    5.6 k2

    Bolt shear: ok *G

    Tension:

    -$99.5 k2

    -9.9$ k23m

    6%.* k2

    ;+. k2

    9.$+*6 k2

    Bolt tension: ok 9G

    Bolt combined: ok $*G Bolt 5

    .6 k23m

    oment cap.: ok 9G

    !S" #&S!(2 (1!#& &T

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    "olumn side:

    Beam side:

    2egative oment

    "olumn side:

    Beam side:

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    #epending on the thin or thick plate method chosen Hi 'optimum' is selected, the

    method alloEing the maximum capacity is consideredI and depending on axial

    orces that might scale doEn moment capacity, the moment resisting capacities

    as previously reported are considered case by case.

    Additional checs !or moment connections"ase: a

    Stiener min. thk: ok

    9.995 m

    "ase: b

    Stiener min. thk: ok

    9.995 m

    "ase: cStiener min. thk: ok

    9.995 m

    "ase: d

    Stiener min. thk: ok

    9.995 m

    "ase: e

    Stiener min. thk: ok

    9.995 m

    "ase:

    Stiener min. thk: ok

    9.995 m

    "ase: g

    Stiener min. thk: ok

    9.995 m

    "ase: h

    Stiener min. thk: ok

    9.995 m

    Plate bearin""ase: a

    9.9$

    9.9++% m

    9.9* m

    9.9++% m

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    9.9* m

    9.9 m

    9.9 m

    9.9 m

    9.9+ m

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    $99.* k2

    $*.$; k2 Bolt 5

    $+5.* k2

    .*9; k2 Bolt 5

    /late bear. h.: ok $*G

    /late bear. v.: ok %G

    "ase: c

    $99.* k2

    $*.55 k2 Bolt 5

    $+5.* k2

    .6; k2 Bolt 5

    /late bear. h.: ok $+G

    /late bear. v.: ok %G

    "ase: d

    $99.* k2

    $.95 k2 Bolt 5

    $+5.* k2

    .$5 k2 Bolt 5

    /late bear. h.: ok $G

    /late bear. v.: ok %G

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    "ase: e

    $99.* k2

    $*.+5 k2 Bolt 5

    $+5.* k2

    .$* k2 Bolt 5

    /late bear. h.: ok $*G

    /late bear. v.: ok %G

    "ase:

    $99.* k2

    .%% k2 Bolt 5

    $+5.* k2

    *.69+ k2 Bolt 5

    /late bear. h.: ok G

    /late bear. v.: ok *G

    "ase: g

    $99.* k2

    $%.5$ k2 Bolt 5

    $+5.* k2

    .*+ k2 Bolt 5

    /late bear. h.: ok $G

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    /late bear. v.: ok G

    "ase: h

    $99.* k2

    $+.* k2 Bolt 5

    $+5.* k2

    . k2 Bolt 5

    /late bear. h.: ok $+G

    /late bear. v.: ok %G

    Weldin""ase: a

    =eb Eeld

    2o check reKuired or complete pen. Eeld

    Flange Eeld

    2o check reKuired or complete pen. Eeld

    "ase: b

    =eb Eeld

    Flange Eeld

    "ase: c

    =eb Eeld

    Flange Eeld

    "ase: d

    =eb Eeld

    Flange Eeld

    "ase: e

    =eb Eeld

    Flange Eeld

    "ase:

    =eb Eeld

    Flange Eeld

    "ase: g

    =eb Eeld

    Flange Eeld

    "ase: h

    =eb Eeld

    Flange Eeld

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    #omments$Notesinimum value or plate thk in this geometry and loading: 9.99*9$m

    bp is outside tested monotonic range: min45in., max4$9.*in.

    d is outside tested monotonic range: min4$+.;in., max4*%in.

    db is outside tested cyclic range: min4$in., max4$.*in.