flexion corte 2014_2..xlsx

7/26/2019 flexion corte 2014_2..xlsx

1/96

DISEO A FLEXION PORTICO APORTICO NAfck= 281kg/cm^2fyk=415kg/cm^2yf= 1!"yc= 1!5y#= 1!15fc$= 18%!&& '(/C)^2fy$= &"8!%kg/cm^2

2do nivel

tramo

dim. de la viga d W usar barras

h b d N mm

1 %!4 %4 55 & 5 1184 !84& !8*4 +!S!A! "!*"122 2!4%5 " , 121_2 5!58 558 55 & 5 8*2!8 !"&5 !""1 +!S!A! 5!14"*4 2!4%5 % , 1

2 *!"5 *"5 55 & 5 1544 !1** !11% +!S!A! *!11&2 2!4%5 8 , 122_3 4!*4 4*4 55 & 5 %*!4 !5"& !58% +!S!A! 4!5%%& 2!4%5 " , 13 *!"5 *"5 55 & 5 1544 !1** !11% +!S!A! *!11&2 2!4%5 8 , 12

3_4 5!58 558 55 & 5 8*2!8 !"&5 !""1 +!S!A! 5!14"*4 2!4%5 % , 14.. %!4 %4 55 & 5 1184 !84& !8*4 +!S!A! "!*"122 2!4%5 " , 12

1ER NIE!

1 15!" 15" 55 & 5 24*" !1%%% !21 +!S!A! 15!"511 2!4%5 5 , 21_2 11!" 11" 55 & 5 1%"*!" !12" !1&%% +!S!A! 1!%221 2!4%5 5 , 1"2 1*!&% 1*&% 55 & 5 &**!2 !22" !2"1 +!S!A! 2!&2& 2!4%5 1 , 1"

2_3 *!*" **" 55 & 5 15*&!" !11&4 !122 +!S!A! *!4**"5 2!4%5 8 , 123 1*!&% 1*&% 55 & 5 &**!2 !22" !2"1 +!S!A! 2!&2& 2!4%5 1 , 1"

3_4 11!" 11" 55 & 5 1%"*!" !12" !1&%% +!S!A! 1!%221 2!4%5 5 , 1"

"ma#$N%m

" ma#tn%&m

"d$%&m

ti'o deviga

(s&m)2

(s min&m)2

-7.4 t*m

15.6 t*m

5.58 t*m

9.65 t*m

4.94 t*m

9.65 t*m

11.06 t*m

19.37 t*m

9.96 t*m

19.37 t*m

5.58 t*m

11.06 t*m


2/96

4 15!" 15" 55 & 5 24*" !1%%% !21 +!S!A! 15!"511 2!4%5 5 , 2

DISEO A FLEXION PORTICO 0PORTICO 0fck= 281kg/cm^2fyk=415kg/cm^2yf= 1!"yc= 1!5y#= 1!15fc$= 18%!&& '(/C)^2

fy$= "&8!%kg/cm^2

2do nivel

tramo

dim. de la vigad W

usar barras

h b d N mm

1 &!1& &1& 55 & 5 5!8 !&5" !&" +!S!A! 2!8&18 2!4%5 4 , 11_2 5!58 558 55 & 5 8*2!8 !"&5 !"" +!S!A! 5!1&*1" 2!4%5 4 , 1

2 2!%5 2%5 55 & 5 44 !&1& !&2 +!S!A! 2!4*1%1 2!4%5 & , 12_3 4!*4 4*4 55 & 5 %*!4 !5"& !58 +!S!A! 4!51"2& 2!4%5 " , 13 2!%5 2%5 55 & 5 44 !&1& !&2 +!S!A! 2!4*1%1 2!4%5 & , 1

3_4 5!58 558 55 & 5 8*2!8 !"&5 !"" +!S!A! 5!1&*1" 2!4%5 4 , 14.. &!1& &1& 55 & 5 5!8 !&5" !&" +!S!A! 2!8&18 2!4%5 4 , 1

1ER NIE!

1 24!4 244 55 & 5 &*4 !2%%* !&5& +!S!A! 2%!48"% 2!4%5 % , 221_2 11!" 11" 55 & 5 1%"*!" !12" !1&%% +!S!A! 1!%221 2!4%5 5 , 1"2 &2!4 &24 55 & 5 5184 !&"* !54" +!D!A! 42!5148 2!4%5 " , &

2_3 *!*" **" 55 & 5 15*&!" !11&4 !122 +!S!A! *!4**"5 2!4%5 8 , 123 2%!28 2%28 55 & 5 4&"4!8 !&1% !4% +!S!A! &1!"*15 2!4%5 1 , 2

3_4 11!" 11" 55 & 5 1%"*!" !12" !1&%% +!S!A! 1!%221 2!4%5 5 , 1"

"ma#$N%m

" ma#tn%&m

"d$%&m

ti'o deviga

(s&m)2

(s min&m)2

W

5.58 t*m

-2.75 t*m

4.94 t*m

-2.75 t*m

11.06 t*m

32.4 t*m

9.96 t*m

-27.28 t*m

5.58 t

11.06

-3.13 t*m

-24.4 t*m


3/96

4 24!4 244 55 & 5 &*4 !2%%* !&5& +!S!A! 2%!48"% 2!4%5 % , 22

DISEO A FLEXION PORTICO CPORTICO Cfck= 281kg/cm^2fyk=415kg/cm^2yf= 1!"yc= 1!5y#= 1!15

fc$= 18%!&& '(/C)^2fy$= &"8!%kg/cm^2

2do nivel

tramo

dim. de la vigad W

usar barras

h b d N mm

1 %!%5 %%5 55 & 5 124 !88& !*&8 +!S!A! %!&&8& 2!4%5 % , 12

1_2 5!58 558 55 & 5 8*2!8 !"&5 !""1 +!S!A! 5!14"*4 2!4%5 % , 12 1!2* 12* 55 & 5 1"4"!4 !11%2 !124 +!S!A! *!"55&8 2!4%5 & , 2

2_3 4!*4 4*4 55 & 5 %*!4 !5"& !58% +!S!A! 4!5%%& 2!4%5 4 , 123 8!"1 8"1 55 & 5 1&%%!" !*81 !151 +!S!A! 8!18&%2 2!4%5 4 , 1"

3_4 5!58 558 55 & 5 8*2!8 !"&5 !""1 +!S!A! 5!14"*4 2!4%5 % , 14.. %!%5 %%5 55 & 5 124 !88& !*&8 +!S!A! %!&&8& 2!4%5 % , 12

1ER NIE!

1 25!%5 25%5 55 & 5 412 !2*&2 !&8 +!S!A! 2*!58*1 2!4%5 " , 251_2 11!" 11" 55 & 5 1%"*!" !12" !1&%% +!S!A! 1!%221 2!4%5 % , 12.2,12 &!15 &15 55 & 5 4824 !&4&4 !485 +!D!A! &%!%"5 2!4%5 8 , 25

2_3 *!*" **" 55 & 5 15*&!" !11&4 !122 +!S!A! *!4**"5 2!4%5 8 , 123 &1!4 &14 55 & 5 524 !&5%" !521 +!D!A! 4!5"82 2!4%5 " , &

"ma#$N%m

" ma#tn%&m

"d$%&m

ti'o deviga

(s&m)2

(s min&m)2

W

5.58 t*m

-10.29 t*m

4.94 t*m

8.61 t*m

11.06 t*m

-30.15 t*m

9.96 t*m

-31.42 t*m

5.58 t

11.06

-7.75t*m

-25.95 t*m


4/96

3_4 11!" 11" 55 & 5 1%"*!" !12" !1&%% +!S!A! 1!%221 2!4%5 % , 12.2,14 25!%5 25%5 55 & 5 412 !2*&2 !&8 +!S!A! 2*!58*1 2!4%5 " , 25

DISEO A FLEXION PORTICO 0 2&PORTICO 0fck= 281kg/cm^2fyk=415kg/cm^2yf= 1!"yc= 1!5y#= 1!15fc$= 18%!&& '(/C)^2fy$= &"8!%kg/cm^2

1ER NIE!

tramo

dim. de la vigad W

usar barras

h b d N mm

2 1*!** 1*** 55 & 5 &1*8!4 !22%" !281 +!S!A! 21!88& 2!4%5 % , 22,3. 22!85 2285 55 & 5 &"5" !2"2 !&2&1 +!S!A! 25!1585 2!4%5 " , 22.1,2

3 1*!** 1*** 55 & 5 &1*8!4 !22%" !281 +!S!A! 21!88& 2!4%5 % , 2

"ma#$N%m

" ma#tn%&m

"d$%&m

ti'o deviga

(s&m)2

(s min&m)2

W

-19.99 t*m -19.99 t*m

22.85 t*m


5/96

DISEO A FLEXION PORTICO 1PORTICO N1fck= 281kg/cm^2fyk=415kg/cm^2

yf= 1!"yc= 1!5y#= 1!15fc$= 18%!&& '(/C)^2fy$= &"8!%kg/cm^2

2do nivel

tramodim. de la viga d W usar barras

h b d N mm

( !*4 *4 55 & 5 15!4 !1% !11 +!S!A! !85"5& 2!4%5 2 , 1(,- !*" *" 55 & 5 15&!" !1* !11" +!S!A! !*&25 2!4%5 2 , 1- 2!"" 2"" 55 & 5 425!" !&& !&4 +!S!A! 2!"4%44 2!4%5 4 , 1

-, 1!*& 1*& 55 & 5 &8!8 !22 !22" +!S!A! 1!%5*%% 2!4%5 2 , 1 1!*4 1*4 55 & 5 &1!4 !221 !22" +!S!A! 1!%5*%% 2!4%5 2 , 12

1ER NIE!

( %!&2 %&2 55 & 5 11%1!2 !8&4 !88 +!S!A! "!85221 2!4%5 " , 12(,- %!24 %24 55 & 5 1158!4 !824 !8%1 +!S!A! "!%821& 2!4%5 " , 12

"ma#$N%m

" ma#tn%&m

"d$%&m

ti'o deviga

(s&m)2

(s min&m)2

W

0.96 t*m

-2.65 t*m

1.93 t*m

1.94 t*m

7.24 t*m

-13.62 t*m

5.58 t*m

-14.11 t*m

-0.94 t*m

-7.32 t*m


6/96

- 1&!"2 1&"2 55 & 5 21%*!2 !1551 !1%2 +!S!A! 1&!&*& 2!4%5 4 , 18-, 5!58 558 55 & 5 8*2!8 !"&5 !"" +!S!A! 5!1&*1" 2!4%5 % , 1 14!11 1411 55 & 5 225%!" !1"% !1%* +!S!A! 1&!*&8 2!4%5 " , 1"

DISEO A FLEXION PORTICO 2PORTICO N2fck= 281kg/cm^2

fyk=415kg/cm^2yf= 1!"yc= 1!5y#= 1!15fc$= 18%!&& '(/C)^2fy$= &"8!%kg/cm^2

2do nivel

tramo

dim. de la vigad W

usar barras

h b d N mm

( !%4 %4 55 & 5 118!4 !84 !12 +!S!A! !%*42& 2!4%5 2 , 1(,- !*" *" 55 & 5 15&!" !1* !11" +!S!A! !*&25 2!4%5 2 , 1- 2!** 2** 55 & 5 4%8!4 !&41 !&52 +!S!A! 2!%488 2!4%5 & , 1

-, 1!84 184 55 & 5 2*4!4 !21 !212 +!S!A! 1!"5%" 2!4%5 & , 1 2!2& 22& 55 & 5 &5"!8 !254 !2&" +!S!A! 1!8&%"4 2!4%5 & , 1

1ER NIE!

( 11!4* 114* 55 & 5 18&8!4 !1&8 !14& +!S!A! 11!1&48 2!4%5 " , 1"

"ma#$N%m

" ma#tn%&m

"d$%&m

ti'o deviga

(s&m)2

(s min&m)2

W

0.96 t*m

-2.99 t*m

1.84 t*m

2.23 t*m

11.56 t*m

-20.69 t*m

6.66 t*m

-32.35 t*m

-0.74 t*m

-11.49 t*m


7/96

(,- 11!5" 115" 55 & 5 184*!" !1&1" !14% +!S!A! 11!44"& 2!4%5 " , 1"- 2!"* 2"* 55 & 5 &&1!4 !2&5" !284% +!S!A! 22!1"84 2!4%5 " , 22

-, "!"" """ 55 & 5 1"5!" !%58 !8& +!S!A! "!252"4 2!4%5 " , 12 &2!&5 &2&5 55 & 5 51%" !&"84 !548 +!D!A! 42!"%" 2!4%5 " , &

DISEO A FLEXION PORTICO &PORTICO N&

fck= 281kg/cm^2fyk=415kg/cm^2yf= 1!"yc= 1!5y#= 1!15fc$= 18%!&& '(/C)^2fy$= &"8!%kg/cm^2

2do nivel

tramo

dim. de la vigad W

usar barras

h b d N mm

( !"5 "5 55 & 5 14 !%4 !%8& +!S!A! "!*"*1 2!4%5 2 , 1(,- !*& *& 55 & 5 148!8 !1" !12 +!S!A! !%*42& 2!4%5 2 , 1- &!*2 &*2 55 & 5 "2%!2 !44" !458 +!S!A! &!5""2" 2!4%5 & , 12

-, 1!*& 1*& 55 & 5 &8!8 !22 !22" +!S!A! 1!%5*%% 2!4%5 2 , 1 2!% 2% 55 & 5 &&1!2 !2&" !24% +!S!A! 1!*2&2* 2!4%5 2 , 1

1ER NIE!

"ma#$N%m

" ma#tn%&m

"d$%&m

ti'o deviga

(s&m)2

(s min&m)2

W

0.93 t*m

-3.92 t*m

1.93 t*m

2.07t*m

11.69 t*m

-19.95 t*m

4.43 t*m

-32.39 t*m

-0.65 t*m

-11.6 t*m


8/96

( 11!" 11" 55 & 5 185" !1&21 !144* +!S!A! 11!2828 2!4%5 " , 1"(,- 11!"* 11"* 55 & 5 18%!4 !1&&1 !14% +!S!A! 11!44"& 2!4%5 " , 1"- 1*!*5 1**5 55 & 5 &1*2 !22%2 !2%2 +!S!A! 21!1%*5 2!4%5 % , 25

-, 4!4& 44& 55 & 5 %8!8 !54 !528 +!S!A! 4!111&2 2!4%5 5 , 1 &2!&* &2&* 55 & 5 5182!4 !&"8* !54" +!D!A! 42!5148 2!4%5 " , &

DISEO A FLEXION PORTICO 4PORTICO N4fck= 281kg/cm^2fyk=415kg/cm^2yf= 1!"yc= 1!5y#= 1!15fc$= 18%!&& '(/C)^2fy$= &"8!%kg/cm^2

2do nivel

tramo

dim. de la vigad W

usar barras

h b d N mm

( !*4 *4 55 & 5 15!4 !1% !11 +!S!A! !85"5& 2!4%5 2 , 1(,- !*" *" 55 & 5 15&!" !1* !11" +!S!A! !*&25 2!4%5 2 , 1- 2!"5 2"5 55 & 5 424 !&2 !&4 +!S!A! 2!"4%44 2!4%5 4 , 1

-, 1!*& 1*& 55 & 5 &8!8 !22 !22" +!S!A! 1!%5*%% 2!4%5 2 , 1 1!*4 1*4 55 & 5 &1!4 !221 !22" +!S!A! 1!%5*%% 2!4%5 2 , 12

"ma#$N%m

" ma#tn%&m

"d$%&m

ti'o deviga

(s&m)2

(s min&m)2

W

0.96 t*m

-2.65 t*m

1.93 t*m

1.94 t*m

7.24 t*m

-13.62 t*m

5.58 t*m

-14.11 t*m

-0.94t*m

-7.32 t*m


9/96

1ER NIE!

( %!&2 %&2 55 & 5 11%1!2 !8&4 !88 +!S!A! "!85221 2!4%5 " , 12(,- %!24 %24 55 & 5 1158!4 !824 !8%1 +!S!A! "!%821& 2!4%5 " , 12- 1&!"2 1&"2 55 & 5 21%*!2 !1551 !1%2 +!S!A! 1&!&*& 2!4%5 4 , 18

-, 5!58 558 55 & 5 8*2!8 !"&5 !"" +!S!A! 5!1&*1" 2!4%5 % , 1 14!11 1411 55 & 5 225%!" !1"% !1%* +!S!A! 1&!*&8 2!4%5 " , 1".1,1

DISEO A FLEXION PORTICO 2 0CPORTICO 2fck= 281kg/cm^2fyk=415kg/cm^2yf= 1!"yc= 1!5y#= 1!15fc$= 18%!&& '(/C)^2fy$= &"8!%kg/cm^2

1ER nivel

tramo

dim. de la vigad W

usar barras

h b d N mm

- 2!2 22 55 & 5 &52 !251 !25 +!S!A! 1!*4""5 2!4%5 2 , 1-, &!54 &54 55 & 5 5""!4 !4& !415 +!S!A! &!2&144 2!4%5 4 , 1 2!2 22 55 & 5 &52 !251 !25 +!S!A! 1!*4""5 2!4%5 2 , 1

"ma#$N%m

" ma#tn%&m

"d$%&m

ti'o deviga

(s&m)2

(s min&m)2

W

-2.2 t*m -2.2 t*m

3.54 t*m


10/96

NER+ADA


11/96

DISEO A FLEXION PORTICO APORTICO NAfck= 281kg/cm^2fyk=415kg/cm^2yf= 1!"yc= 1!5y#= 1!15fc$= 18%!&& '(/C)^2fy$= &"8!%kg/cm^2

2do nivel

tramo

dim. de la vigad W

usar barras

h b d N mm

1 %!4 %4 55 & 5 1184 !84& !8*4 +!S!A! "!*"122 2!4%5 " , 121_2 5!58 558 55 & 5 8*2!8 !"&5 !""1 +!S!A! 5!14"*4 2!4%5 % , 12 *!"5 *"5 55 & 5 1544 !1** !11% +!S!A! *!11&2 2!4%5 8 , 12

2_3 4!*4 4*4 55 & 5 %*!4 !5"& !58% +!S!A! 4!5%%& 2!4%5 " , 1

"ma#$N%m

" ma#tn%&m

"d$%&m

ti'o deviga

(s&m)2

(s min&m)2

-7.4 t*m

15.6 t*m

5.58 t*m

9.65 t*m

4.94 t*m

9.65 t*m

11.06 t*m

19.37 t*m

9.96 t*m

19.37 t*m

5.58 t*m

11.06 t*m


12/96

3 *!"5 *"5 55 & 5 1544 !1** !11% +!S!A! *!11&2 2!4%5 8 , 123_4 5!58 558 55 & 5 8*2!8 !"&5 !""1 +!S!A! 5!14"*4 2!4%5 % , 14.. %!4 %4 55 & 5 1184 !84& !8*4 +!S!A! "!*"122 2!4%5 " , 12

1ER NIE!

1 15!" 15" 55 & 5 24*" !1%%% !21 +!S!A! 15!"511 2!4%5 5 , 21_2 11!" 11" 55 & 5 1%"*!" !12" !1&%% +!S!A! 1!%221 2!4%5 5 , 1"2 1*!&% 1*&% 55 & 5 &**!2 !22" !2"1 +!S!A! 2!&2& 2!4%5 1 , 1"

2_3 *!*" **" 55 & 5 15*&!" !11&4 !122 +!S!A! *!4**"5 2!4%5 8 , 123 1*!&% 1*&% 55 & 5 &**!2 !22" !2"1 +!S!A! 2!&2& 2!4%5 1 , 1"

3_4 11!" 11" 55 & 5 1%"*!" !12" !1&%% +!S!A! 1!%221 2!4%5 5 , 1"4 15!" 15" 55 & 5 24*" !1%%% !21 +!S!A! 15!"511 2!4%5 5 , 2

DISEO A FLEXION PORTICO 0PORTICO 0fck= 281kg/cm^2fyk=415kg/cm^2yf= 1!"yc= 1!5y#= 1!15fc$= 18%!&& '(/C)^2fy$= "&8!%kg/cm^2

2do nivel

tramo

dim. de la vigad W

usar barras

h b d N mm

1 &!1& &1& 55 & 5 5!8 !&5" !&" +!S!A! 2!8&18 2!4%5 4 , 11_2 5!58 558 55 & 5 8*2!8 !"&5 !"" +!S!A! 5!1&*1" 2!4%5 4 , 12 2!%5 2%5 55 & 5 44 !&1& !&2 +!S!A! 2!4*1%1 2!4%5 & , 1

2_3 4!*4 4*4 55 & 5 %*!4 !5"& !58 +!S!A! 4!51"2& 2!4%5 " , 1

"ma#$N%m

" ma#tn%&m

"d$%&m

ti'o deviga

(s&m)2

(s min&m)2

W

5.58 t*m

-2.75 t*m

4.94 t*m

-2.75 t*m

11.06 t*m

32.4 t*m

9.96 t*m

-27.28 t*m

5.58 t

11.06

-3.13 t*m

-24.4 t*m


13/96

3 2!%5 2%5 55 & 5 44 !&1& !&2 +!S!A! 2!4*1%1 2!4%5 & , 13_4 5!58 558 55 & 5 8*2!8 !"&5 !"" +!S!A! 5!1&*1" 2!4%5 4 , 14.. &!1& &1& 55 & 5 5!8 !&5" !&" +!S!A! 2!8&18 2!4%5 4 , 1

1ER NIE!

1 24!4 244 55 & 5 &*4 !2%%* !&5& +!S!A! 2%!48"% 2!4%5 % , 221_2 11!" 11" 55 & 5 1%"*!" !12" !1&%% +!S!A! 1!%221 2!4%5 5 , 1"2 &2!4 &24 55 & 5 5184 !&"* !54" +!D!A! 42!5148 2!4%5 " , &

2_3 *!*" **" 55 & 5 15*&!" !11&4 !122 +!S!A! *!4**"5 2!4%5 8 , 123 2%!28 2%28 55 & 5 4&"4!8 !&1% !4% +!S!A! &1!"*15 2!4%5 1 , 2

3_4 11!" 11" 55 & 5 1%"*!" !12" !1&%% +!S!A! 1!%221 2!4%5 5 , 1"4 24!4 244 55 & 5 &*4 !2%%* !&5& +!S!A! 2%!48"% 2!4%5 % , 22

DISEO A FLEXION PORTICO CPORTICO Cfck= 281kg/cm^2fyk=415kg/cm^2yf= 1!"yc= 1!5y#= 1!15fc$= 18%!&& '(/C)^2fy$= &"8!%kg/cm^2

2do nivel

tramo

dim. de la vigad W

usar barras

h b d N mm

1 %!%5 %%5 55 & 5 124 !88& !*&8 +!S!A! %!&&8& 2!4%5 % , 121_2 5!58 558 55 & 5 8*2!8 !"&5 !""1 +!S!A! 5!14"*4 2!4%5 % , 12 1!2* 12* 55 & 5 1"4"!4 !11%2 !124 +!S!A! *!"55&8 2!4%5 & , 2

"ma#$N%m

" ma#tn%&m

"d$%&m

ti'o deviga

(s&m)2

(s min&m)2

W

5.58 t*m

-10.29 t*m

4.94 t*m

8.61 t*m

11.06 t*m

-30.15 t*m

9.96 t*m

-31.42 t*m

5.58 t

11.06

-7.75t*m

-25.95 t*m


14/96

2_3 4!*4 4*4 55 & 5 %*!4 !5"& !58% +!S!A! 4!5%%& 2!4%5 4 , 123 8!"1 8"1 55 & 5 1&%%!" !*81 !151 +!S!A! 8!18&%2 2!4%5 4 , 1"

3_4 5!58 558 55 & 5 8*2!8 !"&5 !""1 +!S!A! 5!14"*4 2!4%5 % , 14.. %!%5 %%5 55 & 5 124 !88& !*&8 +!S!A! %!&&8& 2!4%5 % , 12

1ER NIE!

1 25!%5 25%5 55 & 5 412 !2*&2 !&8 +!S!A! 2*!58*1 2!4%5 " , 251_2 11!" 11" 55 & 5 1%"*!" !12" !1&%% +!S!A! 1!%221 2!4%5 % , 12.2,12 &!15 &15 55 & 5 4824 !&4&4 !485 +!D!A! &%!%"5 2!4%5 8 , 25

2_3 *!*" **" 55 & 5 15*&!" !11&4 !122 +!S!A! *!4**"5 2!4%5 8 , 12

3 &1!4 &14 55 & 5 524 !&5%" !521 +!D!A! 4!5"82 2!4%5 " , & 3_4 11!" 11" 55 & 5 1%"*!" !12" !1&%% +!S!A! 1!%221 2!4%5 % , 12.2,14 25!%5 25%5 55 & 5 412 !2*&2 !&8 +!S!A! 2*!58*1 2!4%5 " , 25

DISEO A FLEXION PORTICO 0 2&PORTICO 0fck= 281kg/cm^2fyk=415kg/cm^2yf= 1!"yc= 1!5y#= 1!15fc$= 18%!&& '(/C)^2fy$= &"8!%kg/cm^2

1ER NIE!

tramo

dim. de la vigad W

usar barras

h b d N mm

2 1*!** 1*** 55 & 5 &1*8!4 !22%" !281 +!S!A! 21!88& 2!4%5 % , 2

"ma#$N%m

" ma#tn%&m

"d$%&m

ti'o deviga

(s&m)2

(s min&m)2

W

-19.99 t*m -19.99 t*m

22.85 t*m


15/96

2,3. 22!85 2285 55 & 5 &"5" !2"2 !&2&1 +!S!A! 25!1585 2!4%5 " , 22.1,23 1*!** 1*** 55 & 5 &1*8!4 !22%" !281 +!S!A! 21!88& 2!4%5 % , 2

DISEO A FLEXION PORTICO 1PORTICO N1fck= 281kg/cm^2fyk=415kg/cm^2yf= 1!"yc= 1!5y#= 1!15

fc$= 18%!&& '(/C)^2fy$= &"8!%kg/cm^2

2do nivel

tramo

dim. de la vigad W

usar barras

h b d N mm"ma#$N%m

" ma#tn%&m

"d$%&m

ti'o deviga

(s&m)2

(s min&m)2

W

0.96 t*m

-2.65 t*m

1.93 t*m

1.94 t*m

7.24 t*m

-13.62 t*m

5.58 t*m

-14.11 t*m

-0.94 t*m

-7.32 t*m


16/96

( !*4 *4 55 & 5 15!4 !1% !11 +!S!A! !85"5& 2!4%5 2 , 1(,- !*" *" 55 & 5 15&!" !1* !11" +!S!A! !*&25 2!4%5 2 , 1- 2!"" 2"" 55 & 5 425!" !&& !&4 +!S!A! 2!"4%44 2!4%5 4 , 1

-, 1!*& 1*& 55 & 5 &8!8 !22 !22" +!S!A! 1!%5*%% 2!4%5 2 , 1 1!*4 1*4 55 & 5 &1!4 !221 !22" +!S!A! 1!%5*%% 2!4%5 2 , 12

1ER NIE!

( %!&2 %&2 55 & 5 11%1!2 !8&4 !88 +!S!A! "!85221 2!4%5 " , 12

(,- %!24 %24 55 & 5 1158!4 !824 !8%1 +!S!A! "!%821& 2!4%5 " , 12- 1&!"2 1&"2 55 & 5 21%*!2 !1551 !1%2 +!S!A! 1&!&*& 2!4%5 4 , 18

-, 5!58 558 55 & 5 8*2!8 !"&5 !"" +!S!A! 5!1&*1" 2!4%5 % , 1 14!11 1411 55 & 5 225%!" !1"% !1%* +!S!A! 1&!*&8 2!4%5 " , 1"

DISEO A FLEXION PORTICO 2PORTICO N2fck= 281kg/cm^2fyk=415kg/cm^2yf= 1!"yc= 1!5

y#= 1!15fc$= 18%!&& '(/C)^2fy$= &"8!%kg/cm^2

2do nivel

dim. de la viga

usar barras"ma# " ma# "d ti'o de (s (s min W

0.96 t*m

-2.99 t*m

1.84 t*m

2.23 t*m

11.56 t*m

-20.69 t*m

6.66 t*m

-32.35 t*m

-0.74 t*m

-11.49 t*m


17/96


18/96

tramo

dim. de la vigad W

usar barras

h b d N mm

( !"5 "5 55 & 5 14 !%4 !%8& +!S!A! "!*"*1 2!4%5 2 , 1(,- !*& *& 55 & 5 148!8 !1" !12 +!S!A! !%*42& 2!4%5 2 , 1- &!*2 &*2 55 & 5 "2%!2 !44" !458 +!S!A! &!5""2" 2!4%5 & , 12

-, 1!*& 1*& 55 & 5 &8!8 !22 !22" +!S!A! 1!%5*%% 2!4%5 2 , 1 2!% 2% 55 & 5 &&1!2 !2&" !24% +!S!A! 1!*2&2* 2!4%5 2 , 1

1ER NIE!( 11!" 11" 55 & 5 185" !1&21 !144* +!S!A! 11!2828 2!4%5 " , 1"

(,- 11!"* 11"* 55 & 5 18%!4 !1&&1 !14% +!S!A! 11!44"& 2!4%5 " , 1"- 1*!*5 1**5 55 & 5 &1*2 !22%2 !2%2 +!S!A! 21!1%*5 2!4%5 % , 25

-, 4!4& 44& 55 & 5 %8!8 !54 !528 +!S!A! 4!111&2 2!4%5 5 , 1 &2!&* &2&* 55 & 5 5182!4 !&"8* !54" +!D!A! 42!5148 2!4%5 " , &

DISEO A FLEXION PORTICO 4PORTICO N4fck= 281kg/cm^2fyk=415kg/cm^2

yf= 1!"yc= 1!5y#= 1!15fc$= 18%!&& '(/C)^2fy$= &"8!%kg/cm^2

"ma#$N%m

" ma#tn%&m

"d$%&m

ti'o deviga

(s&m)2

(s min&m)2

W

0.96 t*m

-2.65 t*m

1.93 t*m

1.94 t*m

7.24 t*m

-13.62 t*m

5.58 t*m

-14.11 t*m

-0.94t*m

-7.32 t*m


19/96

2do nivel

tramo

dim. de la vigad W

usar barras

h b d N mm

( !*4 *4 55 & 5 15!4 !1% !11 +!S!A! !85"5& 2!4%5 2 , 1(,- !*" *" 55 & 5 15&!" !1* !11" +!S!A! !*&25 2!4%5 2 , 1- 2!"5 2"5 55 & 5 424 !&2 !&4 +!S!A! 2!"4%44 2!4%5 4 , 1

-, 1!*& 1*& 55 & 5 &8!8 !22 !22" +!S!A! 1!%5*%% 2!4%5 2 , 1 1!*4 1*4 55 & 5 &1!4 !221 !22" +!S!A! 1!%5*%% 2!4%5 2 , 12

1ER NIE!

( %!&2 %&2 55 & 5 11%1!2 !8&4 !88 +!S!A! "!85221 2!4%5 " , 12(,- %!24 %24 55 & 5 1158!4 !824 !8%1 +!S!A! "!%821& 2!4%5 " , 12- 1&!"2 1&"2 55 & 5 21%*!2 !1551 !1%2 +!S!A! 1&!&*& 2!4%5 4 , 18

-, 5!58 558 55 & 5 8*2!8 !"&5 !"" +!S!A! 5!1&*1" 2!4%5 % , 1 14!11 1411 55 & 5 225%!" !1"% !1%* +!S!A! 1&!*&8 2!4%5 " , 1".1,1

DISEO A FLEXION PORTICO 2 0CPORTICO 2fck= 281kg/cm^2

fyk=415kg/cm^2yf= 1!"yc= 1!5y#= 1!15fc$= 18%!&& '(/C)^2fy$= &"8!%kg/cm^2

"ma#$N%m

" ma#tn%&m

"d$%&m

ti'o deviga

(s&m)2

(s min&m)2

W

-2.2 t*m -2.2 t*m

3.54 t*m


20/96

1ER nivel

tramo

dim. de la vigad W

usar barras

h b d N mm

- 2!2 22 55 & 5 &52 !251 !25 +!S!A! 1!*4""5 2!4%5 2 , 1-, &!54 &54 55 & 5 5""!4 !4& !415 +!S!A! &!2&144 2!4%5 4 , 1 2!2 22 55 & 5 &52 !251 !25 +!S!A! 1!*4""5 2!4%5 2 , 1

"ma#$N%m

" ma#tn%&m

"d$%&m

ti'o deviga

(s&m)2

(s min&m)2

W


21/96

1

(s**&m)2

usar barras'or norma

-7.4 t*m

-15.6 t*m


22/96

12

12

&!2&* 4,1

(s**&m)2


-24.4 t*m

3.13 t*m


23/96

!*8%1 2,1

2!218" 2,12

(s**&m)2


-25.75 t*m

-7.75 t*m


24/96

(s**&m)2



25/96

!!!!!

(s**&m)2



26/96

(s**&m)2



27/96

&!154% &,12

(s**&m)2



28/96

&!1*41 4,1

(s**&m)2



29/96

31/

31/

(s**&m)2



30/96


31/96

(s**&m)2


-7.4 t*m

-15.6 t*m


32/96

1

12

(s**&m)2


-24.4 t*m

3.13 t*m


33/96

12

&!2&* 4,1

(s**&m)2


-25.75 t*m

-7.75 t*m


34/96

!*8%1 2,1

2!218" 2,12

(s**&m)2



35/96

(s**&m)2



36/96

!!!!!

(s** usar barras


37/96

&!154% &,12

&m)2

'or norma


38/96

&!1*41 4,1

(s**&m)2



39/96

(s**&m)2



40/96

31/

31/

(s**&m)2



41/96

DISEO A CORTEPORTICO Afck= 281 kg/cm^2fyk=415 kg/cm^2yf= 1!"yc= 1!5y#= 1!15fc$= 18%!& '(/C)^2fy$= &"8!% kg/cm^2

c!#! c367 #39:c:67C!S!D! c367 #39:c:67 $ $:c;3D!D!R!E! $:cc:37 $37$ !! +


42/96

DISEO A CORTEPORTICO 0fck= 281 kg/cm^2fyk=415 kg/cm^2yf= 1!"yc= 1!5y#= 1!15fc$= 18%!& '(/C)^2

fy$= &"8!% kg/cm^2c!#! c367 #39:c:67C!S!D! c367 #39:c:67 $ $:c;3D!D!R!E! $:cc:37 $37$ !! +


43/96

DISEO A CORTEPORTICO Cfck= 281 kg/cm^2fyk=415 kg/cm^2yf= 1!"yc= 1!5y#= 1!15

fc$= 18%!& '(/C)^2fy$= &"8!% kg/cm^2c!#! c367 #39:c:67C!S!D! c367 #39:c:67 $ $:c;3D!D!R!E! $:cc:37 $37$ !! +


44/96

DISEO A CORTEPORTICO 0 2&fck= 281 kg/cm^2fyk=415 kg/cm^2yf= 1!"yc= 1!5

y#= 1!15fc$= 18%!& '(/C)^2fy$= &"8!% kg/cm^2c!#! c367 #39:c:67C!S!D! c367 #39:c:67 $ $:c;3D!D!R!E! $:cc:37 $37$ !! +


45/96

DISEO A CORTEPORTICO 1fck= 281 kg/cm^2fyk=415 kg/cm^2yf= 1!"

yc= 1!5y#= 1!15fc$= 18%!& '(/C)^2fy$= &"8!% kg/cm^2c!#! c367 #39:c:67C!S!D! c367 #39:c:67 $ $:c;3D!D!R!E! $:cc:37 $37$ !! +


46/96

DISEO A CORTEPORTICO 2fck= 281 kg/cm^2fyk=415 kg/cm^2

yf= 1!"yc= 1!5y#= 1!15fc$= 18%!& '(/C)^2fy$= &"8!% kg/cm^2c!#! c367 #39:c:67C!S!D! c367 #39:c:67 $ $:c;3D!D!R!E! $:cc:37 $37$ !! +


47/96

DISEO A CORTEPORTICO &fck= 281 kg/cm^2

fyk=415 kg/cm^2yf= 1!"yc= 1!5y#= 1!15fc$= 18%!& '(/C)^2fy$= &"8!% kg/cm^2c!#! c367 #39:c:67C!S!D! c367 #39:c:67 $ $:c;3D!D!R!E! $:cc:37 $37$ !! +


48/96

DISEO A CORTEPORTICO 4

fck= 281 kg/cm^2fyk=415 kg/cm^2yf= 1!"yc= 1!5y#= 1!15fc$= 18%!& '(/C)^2fy$= &"8!% kg/cm^2c!#! c367 #39:c:67C!S!D! c367 #39:c:67 $ $:c;3D!D!R!E! $:cc:37 $37$ !! +


49/96

,+, 14!&% 21!555 55 & 5 255 & 15 2!28%" 18!14%& #: R!E! 2!1&*8 !%5 &%!5 25!&142

DISEO A CORTE 2 0CPORTICO 2fck= 281 kg/cm^2fyk=415 kg/cm^2yf= 1!"yc= 1!5y#= 1!15fc$= 18%!& '(/C)^2fy$= &"8!% kg/cm^2c!#! c367 #39:c:67C!S!D! c367 #39:c:67 $ $:c;3D!D!R!E! $:cc:37 $37$ !! +


50/96

0 d2

usar estrivo

mm &ada

25 , " 2525 , " 25 PORTICO N125 , " 25 fck= 215kg/cm^225 , " 25 fyk=4&5kg/cm^225 , " 2525 , " 25

yf= 1!5

25 , " 15 yc= 1!525 , " 25 y#= 1!1525 , " 25 fc$= 14&!& '(/C)^225 , " 25 fy$= &%82!" kg/cm^225 , " 2525 , " 1"

2$3 7:@9

6m3+< m6 kg C!S! +< kg

A0-. 852!5 12%8!%5

6.37 T

12.99 T

4m.

4.1m.


51/96

A0-

0C-.0C-CD-.

0 d2

usar estrivo

mm &ada

25 , " 2525 , " 2525 , " 2525 , " 2525 , " 2525 , " 25

25 , " %!525 , " 525 , " 125 , " 125 , 8 125 , " %!5

1.8 T

20.84 T

4.7m.

4.4m.


52/96

0 d2

usar estrivo

mm &ada

25 , " 2525 , " 2525 , " 2525 , " 2525 , " 2525 , " 25

25 , " 525 , " 525 , " 2525 , " 2525 , " 525 , " 5

6.37 T

21.61 T

4.1m.

4.2m.


53/96

0 d2

usar estrivo

mm &ada

25 , " %!525 , " %!5


54/96

0 d2

usar estrivo

mm &ada

25 , " 2525 , " 2525 , " 25

25 , " 25

25 , " 2525 , " 2525 , " 2525 , " 2525 , " 25

7 T

7 T

14.37 T

2.55m.


55/96

0 d2

usar estrivo

mm &ada

25 , " 2525 , " 25

25 , " 2525 , " 25

25 , " 2525 , " 1525 , " 2525 , " 2525 , 8 1

9 t

2.55m.


56/96

0 d2

usar estrivo

mm &ada

25 , " 25

25 , " 2525 , " 2525 , " 25

25 , " 2525 , " 1525 , " 2525 , " 25!25 , 8 1

T

3 T

22.81 T

2.55m.


57/96

0 d2

usar estrivo

mm &ada

25 , " 2525 , " 2525 , " 2525 , " 25

25 , " 2525 , " 2525 , " 2525 , " 25

14.37 T

2.55m.


58/96

25 , " 25

0 d2

usar estrivo

mm &ada25 , " 825 , " 8


59/96

DISEO A CORTE

$:m @:g6c39! Cm cm c37$B ? $

5 & 45 1*4 25 5%!5 8**2!"4111 %*8"!%%%1 #: R!E!

937g c3cm

C!S!D +$kg

C!A!C! +c

Documents

flexion corte 2014_2..xlsx