Flange To Web Weld
December 2, 2022 | Author: Anonymous | Category: N/A
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Description
Flange to Web Welds Datos Fy = 3515 [kg/cm²] ### Ry = 1.10 bf = 120 [mm]
→
bf = 12.0 [cm]
tf = 8 [mm] h = 300 [mm] tw = 4 [mm]
→ → →
tf = 0.80 [cm] h = 30.0 [cm] tw = 0.40 [cm]
L.vig = 1.8! [m] ).vig = 1.50 [m] w.viv .viv = 250 [kg/m² [kg/m²]] ###
→ → → →
" $% c%c&%' ($% c't$
+,0-$ = 5.00 [mm] L = 80.00 [mm] = 200.00 [mm]
→ → →
$ = 0.50 [cm] L = 8.00 [cm] = 20.00 [cm]
Vp = 17.64 [tf] Vu = 1.48 [tf]
→ →
't$ %tim' ig )im%$m$*t$ 'y(
.m = 16.12 [tf]
→
ig )RL m=9& ig )$c&*(i m=&
Ratio = 1.54 .m = 224 [mm] .m = 130 [mm]
→ →
7$'m$tic'
" $% c%c&%' ($% c't$ gvitci'*% " $% c%c&%' ($% c't$ gvitci'*% " $% c%c&%' ($% c't$ gvitci'*%
→ → →
+$' ($ % )&$%( L'*git&( ($ % )&$%( +cimi$*t' ($ % )&$%(
't$ im' 'bb%$
R$it$*ci
Calculos Limitaciones Geometricas AISC - Minimum Minimum clear spacing spacing fr intermittent !el"s# !el"s#
≤0.75 _ √(/)≤300 [] →
.m = 224.50 [mm]
→
( 144.50 [mm]
+cimi$*t' mim' $*t$ c'('*$ ($ &$%(
AISC - Minimum Minimum !el" si$e si$e - %a&le %a&le '(.4#
Capacidad Calcul "el crte ### ### : = 385!80.00 [mm;4] = 1!.40 [tf.m] = 1,.!4 [tf] w& = 1.56 [tf/m] & = 1.48 [tf] Capaci"a" "e la Suel"a
_=0.60_
→
###
_=0.75(0.707∙∙∙_)
→
$ $t% )t$*gth
→
>$ $t% )t$*gth
R* = 15!5.!2.L [kg/cm]
_=0.60∙_∙_!" R* = 843.!0.L [kg/cm]
_=0.75∙0.60∙_#∙_" R* = 646.05.L [kg/cm] ΦRn = 843.60.L [g!c"# →
$$$
→
ΦRn = 6.%5 [t&#
)ri$ntal S*ear +l! at t*e +lange-t-,e& 'unctin
_"=$%/&' _"=$%/&'('∙) __" )/ =( (_ _ /
Fv = 103!3 [kg]
→
Fv = 10.3! [tf]
? = 545446!0 [mm;4] @ = 14,840 [mmA]
→ →
? = 5454.5 [cm;4] @ = 14,.8 [cmA]
→
.m = 130 [mm]
= 1611, [kg] .m = 13.02 [cm]
Flange to Web Welds Datos Fy = 3515 [kg/cm²] ### Ry = 1.10 bf = 100 [mm]
→
bf = 10.0 [cm]
tf = 12 [mm] h = 330 [mm] tw = ! [mm]
→ → →
tf = 1.20 [cm] h = 33.0 [cm] tw = 0.!0 [cm]
L.vig = 2.50 [m] ).vig = 5.00 [m] w.viv .viv = 250 [kg/m² [kg/m²]] ###
→ → → →
" $% c%c&%' ($% c't$
+,0-$ = !.00 [mm] L = 120.00 [mm] = 250.00 [mm]
→ → →
$ = 0.!0 [cm] L = 12.00 [cm] = 25.00 [cm]
Vp = 1.( [tf] Vu = 6.6/ [tf] Vu = 0.00 [tf]
→ → →
't$ im' 'bb%$
.m = 2!.15 [tf]
→
ig )RL m=9& ig )$c&*(i m=&
Ratio = 1.00 .m = 33, [mm] .m = 250 [mm]
→ →
7$'m$tic'
" $% c%c&%' ($% c't$ gvitci'*% " $% c%c&%' ($% c't$ gvitci'*% " $% c%c&%' ($% c't$ gvitci'*%
→ → →
+$' ($ % )&$%( L'*git&( ($ % )&$%( +cimi$*t' ($ % )&$%(
't$ %tim' ig )im%$m$*t$ 'y( 't$ %tim' +B>)
R$it$*ci
Calculos Limitaciones Geometricas AISC - Minimum Minimum clear spacing spacing fr intermittent !el"s# !el"s#
≤0.75 _ √(/)≤300 [] →
.m = 33!.,5 [mm]
→
( 21!.,5 [mm]
+cimi$*t' mim' $*t$ c'('*$ ($ &$%(
AISC - Minimum Minimum !el" si$e si$e - %a&le %a&le '(.4#
Capacidad Calcul "el crte ### ### : = 5,3,50.00 [mm;4] = 24.40 [tf.m] = 16.52 [tf] w& = 5.30 [tf/m] & = !.!3 [tf] Capaci"a" "e la Suel"a
_=0.60_
→
###
_=0.75(0.707∙∙∙_)
→
$ $t% )t$*gth
→
>$ $t% )t$*gth
R* = 18,8.,4.L [kg/cm]
_=0.60∙_∙_!" R* = 12!5.40.L [kg/cm]
_=0.75∙0.60∙_#∙_" R* = 1423.58.L [kg/cm] $$$
→
$$$
→
ΦRn = 15.18 [t&#
)ri$ntal S*ear +l! at t*e +lange-t-,e& 'unctin
_"=$%/&' _"=$%/&'('∙) __" =(_ (_ )/ /
Fv = 15212 [kg]
→
Fv = 15.21 [tf]
? = 881,5,00 [mm;4] @ = 205200 [mmA]
→ →
? = 881,.! [cm;4] @ = 205.2 [cmA]
→
.m = 250 [mm]
= 2!14, [kg] .m = 24.6! [cm]
Lmi*
>$ $t% )t$*gth
?1208C3004 ?12010C400
Lm +B>) 1.8! 5.43 2.,1 8.02
4 5
80 100
?12010C400 ?12010C500 ?12010C500 ?14010C500 ?14012C550 )1005C1404 )1005C2404
2.,! !.06 2., !.,4 !.,4 3.05 1
5.23
! ! ! ! ! 4 4
100 100 100 100 100 100 100
2.5 2.5
!.3 !.2
5 5
100 100
?120C10C330 ?16012C330
!.81 8.03 8.13 ,., ,.2
200 D 200 220 22 0D 250 D 250 250 25 0D 250 25 0D 250 25 0D 250 25 0D 300 30 0D 300 30 0D
250 250
Flange to Web Welds Datos Fy = 3515 [kg/cm²] ### Ry = 1.10 bf = 100 [mm]
→
bf = 10.0 [cm]
tf = 5 [mm] h = 280 [mm] tw = 4 [mm]
→ → →
tf = 0.50 [cm] h = 28.0 [cm] tw = 0.40 [cm]
L.vig = 0.00 [m] ).vig = 5.00 [m] w.viv .viv = 250 [kg/m² [kg/m²]] ###
→ → → →
" $% c%c&%' ($% c't$
+,0-$ = 4.00 [mm] L = 100.00 [mm] = 300.00 [mm]
→ → →
$ = 0.40 [cm] L = 10.00 [cm] = 30.00 [cm]
Vp = 0.00 [tf] Vu = /.00 [tf] Vu = /.00 [tf]
→ → →
't$ im' 'bb%$
.m = 3.00 [tf]
→
Ratio = 0.'8 .m = 160 [mm] → .m .m = 106 1060 0 [mm [mm]] →
" $% c%c&%' ($% c't$ gvitci'*% " $% c%c&%' ($% c't$ gvitci'*% " $% c%c&%' ($% c't$ gvitci'*%
→ → →
+$' ($ % )&$%( L'*git&( ($ % )&$%( +cimi$*t' ($ % )&$%(
't$ %tim' ig )im%$m$*t$ 'y( 't$ %tim' +B>) ig )RL m=9& ig )$c&*(i m=&
7$'m$tic' R$it$*ci
Calculos Limitaciones Geometricas AISC - Minimum Minimum clear spacing spacing fr intermittent !el"s# !el"s#
≤0.75 _ √(/)≤300 [] →
.m = 160.31 [mm]
→
( 60.31 [mm]
+cimi$*t' mim' $*t$ c'('*$ ($ &$%(
AISC - Minimum Minimum !el" si$e si$e - %a&le %a&le '(.4#
Capacidad Calcul "el crte ### ### : = 220600.00 [mm;4] = 6.40 [tf.m] #E?/0 w& = 5.30 [tf/m] & = 0.00 [tf] Capaci"a" "e la Suel"a
_=0.60_
→
###
_=0.75(0.707∙∙∙_)
→
$ $t% )t$*gth
→
>$ $t% )t$*gth
R* = 1252.46.L [kg/cm]
_=0.60∙_∙_!" R* = 843.!0.L [kg/cm]
_=0.75∙0.60∙_#∙_" R* = 646.05.L [kg/cm] ΦRn = 843.60.L [g!c"# →
$$$
→
ΦRn = 8.44 [t&#
)ri$ntal S*ear +l! at t*e +lange-t-,e& 'unctin
_"=$%/&' _"=$%/&'('∙) __"
=(_ &)/$% Fv = 2321 [kg]
→
Fv = 2.32 [tf]
? = 2,!25!!, [mm;4] @ = ,1250 [mmA]
→ →
? = 2,!2.! [cm;4] @ = ,1.3 [cmA]
→
###
= 3000 [kg] .m = 106.03 [cm]
Lmi*
>$ $t% )t$*gth
?1208C3004 ?12010C400
Lm +B>) 1.8! 5.43 2.,1 8.02
4 5
80 100
?12010C400 ?12010C500 ?12010C500 ?14010C500 ?14012C550 )1005C1404 )1005C2404
2.,! !.06 2., !.,4 !.,4 3.05 1
5.23
! ! ! ! ! 4 4
100 100 100 100 100 100 100
2.5 2.5
!.3 !.2
5 5
100 100
?120C10C330 ?16012C330
!.81 8.03 8.13 ,., ,.2
200 D 200 220 22 0D 250 D 250 250 25 0D 250 25 0D 250 25 0D 250 25 0D 300 30 0D 300 30 0D
250 250
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