PERFILES_Programa para flexion y corte.xlsx

8/20/2019 PERFILES_Programa para flexion y corte.xlsx

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W, S, M, HP Shapes C, MC Shapes WT, ST, MT Shapes Single Angles

Y Y Y Y

k1=1.25

k tf=1.58 tf=0.436

bf=7.07

y(bar)=1.89 x( x(bar)=0.649 tf=0.63 d=4 t=0.

d=43.6 T X d=10 X

d=8.13 X y

tw=0.865 tw=0.673 tw=0.38 b=4

bf=15.8 bf=3.03

W44X290 C10X30 WT8X25 L4X4X3/4

A = 85.4 in.^2 A = 8.81 in.^2 A = 7.37 in.^2 A = 5.44 in.

d = 43.6 in. d = 10 in. d = 8.130 in. d = 4 in.

0.865 in. 0.673 in. 0.380 in. b = 4 in.

15.8 in. 3.03 in. 7.070 in. t = 0.75 in.1.58 in. 0.436 in. 0.630 in. k = 1.1250 in.

2.36 in. k = 1 in. 1.0300 in. wt./ft. = 18.50 !f

2.4375 in. T = 8 in. 1.3125 in. 0.68 in.

1.25 in. "a"# = 1.75 in. "a"# = 3.5 in. 7.62 in.

T = 38.75 in. 0.925 in. wt./ft. 25.00 !f. 2.79 in.

"a"# = 5.5 in. 9.56 in. 5.610 1.180 in.

wt./ft. = 290 !f. wt./ft. = 30 !f. d/tw 21.400 1.270 in.

5.02 0.368 in. 42.30 in.^4 5.020 in.

45 103 in.^4 6.78 in.^3 0.679 in.

27000 in.^4 20.7 in.^3 2.40 in. 7.62 in.

1240 in.^3 3.42 in. 1.890 in. 2.79 in.

17.8 in. 26.7 in.^3 12.00 in.^3 1.180 in.

1410 in.^3 3.93 in.^4 0.521 in. 1.270 in.

1040 in.^4 1.65 in.^3 18.60 in.^4 5.010 in.

132 in.^3 0.668 in. 5.26 in.^3 0.679 in.

3.49 in. 0.649 in. 1.59 in. 3.25 in.

205 in.^3 3.78 in.^3 8.15 in.^3 1.15 in.

4.21 in. 0.441 in. 0.826 0.774 in.

ASC 13!h "#T$% M"M&"' #M"%S$%S A%#

tw = tw = tw =

bf = bf = bf =tf = tf = tf =

k(d#&) = k(d#&) =

k(d#t) = k(d#t) = #$ =

k1 = x =

r t& = x =

*$ = bf/(2+tf ) r x =

y(bar) =

bf /(2+tf ) #$ = x = ,x =

*/tw = x = x = y =

x = x = r x = y =

x = r x = y(bar) = y =

r x = ,x = ,x = r y =

,x = y = y = x(bar) =

y = y = y = ,y =

y = r y = y = x =

r y = x(bar) = r y = - =

,y = ,y = ,y = - =

r t& = x = %&(50) = r - =


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42 in. = 1.22 in.^4 = 0.76 in.^4 1.000

= 50.9 in.^4 79.5 in.^6 1.34 in.^6 1.000

461000 in.^6 a = 12.99 in. a = 2.14 in. = 1.02 in.^4

a = 153.14 in. 3.63 in. 3.28 in. 1.12 in.^6

166 in.^2 ' = 0.921 ' = 0.769 a = 1.69 in.

1040 in.^4 2.10 in.

248 in.^3 ' = 0.640

701 in.^3

*$ = TA(α) =

w = w = %&(36) =

w =

r $(bar) = r $(bar) = w =

n$ =

w = r $(bar) =

%f =

%w =

'e)e*en+e The shapes +-n!aine. in !his .a!aase a*e !aen )*- !he ASC (e*si-n 130 Shapes #a!aase C#'$M (e*si-n 12/20056, as 7ell as !h-se lis!e. in !he ASC 13!h ".i!i-n Manal -) S!eel C-ns!*+!i-n 12/20056


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%$M"%CLAT'" :$' ASC ("'S$% 130 M"M&"' P'$P"'T"S A%# #M"%S$%S

A =r$&&ti$na! ar#a $f #b#r (in. 2̂)

d = #t* $f #b#r ara!!#! t$ axi& (in.)

* = #t* $f #b#r ara!!#! t$ axi& (in.)

T*ikn#&& $f w#b $f #b#r (in.)

idt* $f f!an"# $f #b#r ara!!#! t$ axi& (in.)

b = idt* $f #b#r ara!!#! t$ axi& (in.)

T*ikn#&& $f f!an"# $f #b#r (in.)

k = i&tan# fr$ $t#r fa# $f f!an"# t$ w#b t$# $f fi!!#t (in.)

i&tan# fr$ w#b #nt#r!in# t$ f!an"# t$# $f fi!!#t (in.)

T = i&tan# b#tw##n fi!!#t& f$r wid#f!an"# $r *ann#! &*a# = d(n$)2+k(d#t) (in.)

"a"# =

:$#nt $f in#rtia $f #b#r tak#n ab$t axi& (in.^4)

;!a&ti ti$n $d!& $f #b#r tak#n ab$t axi& (in.^3)

:$#nt $f in#rtia $f #b#r tak#n ab$t axi& (in.^4)

;!a&ti ti$n $d!& $f #b#r tak#n ab$t axi& (in.^3)

*$ri-$nta! di&tan# fr$ d#&i"nat#d #b#r #d"# t$ !a&ti n#tra! axi& (in.)

#rtia! di&tan# fr$ d#&i"nat#d #b#r #d"# t$ !a&ti n#tra! axi& (in.)

= T$r&i$na! $#nt $f in#rtia $f #b#r (in.^4)

arin" $n&tant (in.^6)

T$r&i$na! $n&tant f$r ' &*a#& (in.^3)

a =

; = :$d!& $f #!a&tiity $f &t##! = 29000 k&i

> = *#ar $d!& $f #!a&tiity $f &t##! = 11200 k&i

$ra!i-#d warin" fnti$n at a $int at t*# f!an"# #d"# (in.^2)

arin" &tatia! $#nt at a $int $n t*# r$&& ti$n (in.^4)

tatia! $#nt f$r a $int in t*# f!an"# dir#t!y ab$# t*# #rtia! #d"# $f t*# w#b (in.^3)

tw =

bf =

tf =

k1 =

tandard "a"# (b$!t &ain") f$r #b#r (in.) (Note: gages for angles are available by viewing comment box at cell K18.)

x =

x =

r x = ?adi& $f "yrati$n $f #b#r tak#n ab$t axi& (in.) = %?T(x/A)

y =

y =

r y = ?adi& $f "yrati$n $f #b#r tak#n ab$t axi& (in.) = %?T(y/A)

,x =

,y =

r t& = %?T(%?T(y*Cw)/Sx) (in.)

x =

y =

*$ = i&tan# b#tw##n #ntr$id $f f!an"#& dt f (in.)

w =

=

T$r&i$na! r$#rty a = %?T(;+w/G*J) (in.)

n$ =

w =

%f =


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tatia! $#nt at t*# idd#t* $f t*# ti$n (in.^3)

i&tan# fr$ $t&id# fa# $f w#b $f *ann#! &*a# $r $t&id# fa# $f an"!# !#" t$ axi& (in.)

i&tan# fr$ $t&id# fa# $f $t&id# fa# $f f!an"# $f T $r an"!# !#" t$ axi& (in.)

x$$rdinat# $f &*#ar #nt#r wit* r#&#t t$ t*# #ntr$id $f t*# ti$n (in.)

y$$rdinat# $f &*#ar #nt#r wit* r#&#t t$ t*# #ntr$id $f t*# ti$n (in.)

' =

@@ = @$n" !#"& bakt$bak f$r d$b!# an"!#&

@ = *$rt !#"& bakt$bak f$r d$b!# an"!#&

T*# w$rkab!# f!at (&trai"*t) di#n&i$n a!$n" t*# *#i"*t * (in.)

T*# w$rkab!# f!at (&trai"*t) di#n&i$n a!$n" t*# widt* b (in.)

T*# t$ta! &rfa# ar#a $f a r#tan"!ar $r &Bar# ' ti$n (ft.^2/ft.)

T = tandard w#i"*t (*#d!# 40) i# ti$n

= ;xtra &tr$n" (*#d!# 80) i# ti$n

= $b!##xtra &tr$n" i# ti$n

%w =

x(bar) =

y(bar) =

#$ = '$ri-$nta! di&tan# fr$ t*# $t#r #d"# $f a *ann#! w#b t$ it& &*#ar #nt#r (in.) = (ar$x.) tf *(d-tf )^2*(bf -tw/2)^2/(4*Ix)-tw/2

x$ =

y$ =

r $(bar) =


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#-le Angles 'e+!angla* HSS

Y Y

b=4 t(d#&)=0.349

X d=4 *=8 X

ar)=1.27

(0 3/8 $r 3/4

"a) b=6

2L4X4X3/4 HSS8X;X3/8

10.9 in.^2 A = 8.97 in.^2

4 in. * = 8 in.

4 in. b = 6 in.

0.75 in. 0.349 in.

37 !f. wt./ft. = 32.51 !f.

15.2 in.^4 79.1 in.^4

5.58 in.^3 19.8 in.^3

1.18 in. 2.97 in.

1.27 in. 24.1 in.^3

10 in.^3 50.6 in.^4

0 in. 16.9 in.^3

1.73 in. 2.38 in.

1.88 in. 19.8 in.^3

2.03 in. 6.3125 in.

2.28 4.3125 in.

2.39 = 100 in.^4

2.51 in. = 30 in.^3

0.847 A(&rf) = 2.23 ft^2/ft

0.861 in.

0.874 '-n. HSS < Pipes

1 in. Y

1 t(n$)=0.322

S ("W"'

t(d#&) =

x =

x =

r x =

,x =

y =

y =

r y =

,y =

*(f!at) =

b(f!at) =


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Pla!es D..=8.625 X

Y

t=1.875 ..=7.981

b=12 Pipe8ST#

A = 7.85 in.^2

18=5 in. D.. = 8.625 in.12 in. .. = 7.981 in.

76.56 !f. 0.322 in.

22.500 in.^2 0.3 in.

6.592 in.^4 wt./ft. = 28.60 !f.

7.031 in.^3 68.1 in.^4

0.541 in. 15.8 in.^3

270.000 in.^4 2.95 in.

45.000 in.^3 20.8 in.^3

3.464 in. = 136 in.^4

276.592 in.^4 = in.^3

t(n$) =

t(d#&) =

x = y =

x = y =

r x = ry =

,x = ,y =


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, , , - - Y k1=1.5 E prti!" #n #$t# #%# #$t& ' S E prti!" #n #$t# #%# #$t& 'rr"

k t=1.,

d" "ndi!i #rl#$ I/0 G d" "ndi!i #rl#$t in^4 t

A d" l. Sp 1235 425 142 A d" l. Sp 1235 d=.64 7 X 8i9' I:; 1235 5 2,5 56 8i9' I:; 12345

8i9'


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22 in.^> =

〖 )(/ 〗^(1/2)


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)ISE $ )E MIEM+R$S SJET$S A FLEXI$N

E7OA


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A. 8EOI@ICACIQ SI 0A SECCIQ ES CQPAC7A

4. 1.6 QB #$ !"Fp'!t' #n # ' '

.2 QB #$ !"Fp'!t' #n # ' F'

?.


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CA0CU0Q s2 L-ngi!8. n- s-p-*!a.a 5L/6

L/ 516

Mn 5Tn416


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)ISE $ P$R #$RTE

@"rF '$ ' $'r

Eu 1

Eu82

Eu 3


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S; u;( ;( ; > ? Eu ( 1

QB CUP0E.2 .,1 " W'y in#$t' i i ' # ' F'

S;


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PERFILES #, M# Y

t=.5

(b'r)=.66, d=1 X

t>=.52

b=.52

#1!XB0A = 11., in.^2

d = 15 in.

.52 in.

.52 in..5 in. SISTEMA INGLES @y = 5 k$i

k = 1.465 in. B = 1 By = 1

7 = 12.125 in. 0 = 14 t 0y = 14 t

9'9# = 2 in. r = 5.45 in ry = .,, in

1.15 in. B0 = 14 t By0y = 14 t

14.4 in. 0/r) = ., (B0/r)y =

>t./t. = 4 pl. ! = .46 ! = 2.515

.66 in. .5 k$i .1 k$i

4, in.^4 A = 11., in^2 A = 11., in^2

4.5 in.^ = 4, klb = klb

5.45 in.

56.5 in.^ SISTEMA INTERNA#@y = 515 B9/!F2.16 in.^4 B = 1 By = 1.4 in.^ 0 = 4.26 F 0y = 4.26 F

.,, in. r = .1, F ry = .22 F

.66, in. B0 = 4.26 F By0y = 4.26 F

.,4 in.^ 0/r) = ., (B0/r)y =

.2 in. ! = .46 ! = 2.515

J = 1.45 in.^4 26,6 B9/!F2 212 B9/!F2

41 in.^ A = 6.1 !F2 A = 6.1 !F2

' = 26.5,1,44 in. = t"n = 1.12 t"n

5.61 in.

W = .26

t> =

b =t =

rt$ =

H" =

#" = @!r = @!r =

I =

S =

r =

=Iy =

Sy =

ry =

(b'r) =

y =

p =

@!r = @!r =

C> =

r"(b'r) =


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ANGL$S SIMPLES

Y

(b'r)=1.22d=4 t=.465

X y(b'r)=1.22

b=4

LBXBX7C16A = .1 in.^2

d = 4 in.

b = 4 in.

t = .465 in.

k = .,125 in. SISTEMA INGLES @y = k$i>t./t. = 11. pl. B = 1 B: = 1

.41 in. 0 = 14 t 0: = 14 t

4. in.^4 r = 1.22 in r: = .666 in

1.6 in.^ 0 = 14 t B:0: = 14 t

1.22 in. 0/r) = (B0/r): =

1.15 in. ! = 1.544 ! = 2.425

.1 in.^ 11.2, k$i 2.1 k$i

.41 in. A = .1 in^2 A = .1 in^2

4. in.^4 = 6 klb = klb

1.6 in.^

1.22 in. SISTEMA INTERNA@y = 251 B9/!F2

1.15 in. B = 1 By = 1.1 in.^ 0 = 4.26 F 0y = 4.26 F

.41 in. r = .1 F ry = .2 F

2 in.^4 0 = 4.26 F By0y = 4.26 F

.6 in.^ 0/r) = (B0/r)y =

.666 in. ! = 1.,2 ! = 2.,5,

1 6 B9/!F2 1,4 B9/!F2

1 A = 21.5 !F2 A = 21.5 !F2

J = .22 in.^4 = 1. t"n = .2 t"n

.25 in.^

' = 1.6221,142 in.

2.1, in.

W = .

#$ =

Ix =

Sx =

rx =

y(bar) =

x = @!r = @!r =

y =

Iy =

Sy =

ry =

(bar) =y =

=

I- =

S- =

r- =

7A(α) = @!r = @!r =

&(36) =

Cw =

r$(bar) =

PERFILES_Programa para flexion y corte.xlsx

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