splice connection 200

7/26/2019 Splice Connection 200

1/19

unsaved fle

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


2/19

"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@


3/19

599 2?mm@


4/19

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


5/19

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


6/19

.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


7/19

%*.* 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

$


8/19

.* 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


9/19

$

.* 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


10/19

$

.* 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


11/19

$*.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


12/19

-$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


13/19

"olumn side:

Beam side:

2egative oment

"olumn side:

Beam side:


14/19

#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


9.995 m

"ase: b


9.995 m

"ase: cStiener min. thk: ok

9.995 m

"ase: d


9.995 m

"ase: e


9.995 m

"ase:


9.995 m

"ase: g


9.995 m

"ase: h


9.995 m

Plate bearin""ase: a

9.9$

9.9++% m

9.9* m

9.9++% m


15/19

9.9* m

9.9 m

9.9 m

9.9 m

9.9+ m


16/19

$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


"ase: d

$99.* k2

$.95 k2 Bolt 5

$+5.* k2

.$5 k2 Bolt 5

/late bear. h.: ok $G



17/19

"ase: e

$99.* k2

$*.+5 k2 Bolt 5

$+5.* k2

.$* k2 Bolt 5

/late bear. h.: 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


18/19

/late bear. v.: ok G

"ase: h

$99.* k2

$+.* k2 Bolt 5

$+5.* k2

. k2 Bolt 5

/late bear. h.: 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


19/19

#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.

splice connection 200

Documents