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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
7/26/2019 flexion corte 2014_2..xlsx
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
7/26/2019 flexion corte 2014_2..xlsx
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
7/26/2019 flexion corte 2014_2..xlsx
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
7/26/2019 flexion corte 2014_2..xlsx
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
7/26/2019 flexion corte 2014_2..xlsx
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
7/26/2019 flexion corte 2014_2..xlsx
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
7/26/2019 flexion corte 2014_2..xlsx
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
7/26/2019 flexion corte 2014_2..xlsx
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
7/26/2019 flexion corte 2014_2..xlsx
10/96
NER+ADA
7/26/2019 flexion corte 2014_2..xlsx
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
7/26/2019 flexion corte 2014_2..xlsx
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
7/26/2019 flexion corte 2014_2..xlsx
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
7/26/2019 flexion corte 2014_2..xlsx
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
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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
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( !*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
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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
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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
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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
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21/96
1
(s**&m)2
usar barras'or norma
-7.4 t*m
-15.6 t*m
7/26/2019 flexion corte 2014_2..xlsx
22/96
12
12
&!2&* 4,1
(s**&m)2
usar barras'or norma
-24.4 t*m
3.13 t*m
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23/96
!*8%1 2,1
2!218" 2,12
(s**&m)2
usar barras'or norma
-25.75 t*m
-7.75 t*m
7/26/2019 flexion corte 2014_2..xlsx
24/96
(s**&m)2
usar barras'or norma
7/26/2019 flexion corte 2014_2..xlsx
25/96
!!!!!
(s**&m)2
usar barras'or norma
7/26/2019 flexion corte 2014_2..xlsx
26/96
(s**&m)2
usar barras'or norma
7/26/2019 flexion corte 2014_2..xlsx
27/96
&!154% &,12
(s**&m)2
usar barras'or norma
7/26/2019 flexion corte 2014_2..xlsx
28/96
&!1*41 4,1
(s**&m)2
usar barras'or norma
7/26/2019 flexion corte 2014_2..xlsx
29/96
31/
31/
(s**&m)2
usar barras'or norma
7/26/2019 flexion corte 2014_2..xlsx
30/96
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31/96
(s**&m)2
usar barras'or norma
-7.4 t*m
-15.6 t*m
7/26/2019 flexion corte 2014_2..xlsx
32/96
1
12
(s**&m)2
usar barras'or norma
-24.4 t*m
3.13 t*m
7/26/2019 flexion corte 2014_2..xlsx
33/96
12
&!2&* 4,1
(s**&m)2
usar barras'or norma
-25.75 t*m
-7.75 t*m
7/26/2019 flexion corte 2014_2..xlsx
34/96
!*8%1 2,1
2!218" 2,12
(s**&m)2
usar barras'or norma
7/26/2019 flexion corte 2014_2..xlsx
35/96
(s**&m)2
usar barras'or norma
7/26/2019 flexion corte 2014_2..xlsx
36/96
!!!!!
(s** usar barras
7/26/2019 flexion corte 2014_2..xlsx
37/96
&!154% &,12
&m)2
'or norma
7/26/2019 flexion corte 2014_2..xlsx
38/96
&!1*41 4,1
(s**&m)2
usar barras'or norma
7/26/2019 flexion corte 2014_2..xlsx
39/96
(s**&m)2
usar barras'or norma
7/26/2019 flexion corte 2014_2..xlsx
40/96
31/
31/
(s**&m)2
usar barras'or norma
7/26/2019 flexion corte 2014_2..xlsx
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 $37$ !! +
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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 $37$ !! +
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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 $37$ !! +
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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 $37$ !! +
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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 $37$ !! +
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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 $37$ !! +
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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 $37$ !! +
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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 $37$ !! +
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,+, 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 $37$ !! +
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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.
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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.
7/26/2019 flexion corte 2014_2..xlsx
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.
7/26/2019 flexion corte 2014_2..xlsx
53/96
0 d2
usar estrivo
mm &ada
25 , " %!525 , " %!5
7/26/2019 flexion corte 2014_2..xlsx
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.
7/26/2019 flexion corte 2014_2..xlsx
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.
7/26/2019 flexion corte 2014_2..xlsx
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.
7/26/2019 flexion corte 2014_2..xlsx
57/96
0 d2
usar estrivo
mm &ada
25 , " 2525 , " 2525 , " 2525 , " 25
25 , " 2525 , " 2525 , " 2525 , " 25
14.37 T
2.55m.
7/26/2019 flexion corte 2014_2..xlsx
58/96
25 , " 25
0 d2
usar estrivo
mm &ada25 , " 825 , " 8
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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