90274515 Ulises Concreto VP vs Losa Para Presentar 1
-
Upload
dsntrd-tfghdhyswuhyduyh-bjhsws-hytsatyedn -
Category
Documents
-
view
222 -
download
0
Transcript of 90274515 Ulises Concreto VP vs Losa Para Presentar 1
-
8/17/2019 90274515 Ulises Concreto VP vs Losa Para Presentar 1
1/13
I.S.T.P."JOSE CARLOS MARIATEGUI" CURSO : CONCRETO ARMADO
ANALISIS DE DISEÑO DE LOSASosa gera a: 3 PISO
1.00 DATOS:
.40 s/c = 250 Kg/m2
Piso T. = 00 Kg/m2
.05 Ta!i". = 20 Kg/m2 # # #
#$c = 20 Kg/cm2
#$% = &200 Kg/cm2
Es'esor = 0.25 m
# # # .30
# # # .30
# # # .30
# # # AT = 5.(0 m
)or*e Ti'ico:
.&0 = !Ladrillo
# # #
*
.225 = d =
+
+ + 0.30
.025 = r Ladr! #$%& = 0.30 ' 0.30 ' 0.(0 )P%* = + ,-Ladr!!
, = .0
.- ETADO DE )AAS :
A1.- )AA ETA 3 ) 1 :
L*a = 0.05 ) ' 0.40 ) ' 1.00 ) ' (.40 T)3 = 0.04+ T= 0.0/ T = /.00 ,-
V-$%a=
0.10 )'
0.(0 ) ' 1.00 ) ' (.40 T)3 = 0.04+ TLadr!! = 1.00 ) 0.30 ) ' + ,-Ladr!! = (.2 ,-
= 22.4 Kg
E 1)( = 1((.2 ,-)( ' 5./0 ) = 2(3.23 ,-)P* T%r)ad = 100.00 ,-)( ' 5./0 ) = 5/0.00 ,-)Ta6$%ra = 1(0.00 ,-)( ' 5./0 ) = 20+.00 ,-)
S6ma*oria = 202.77 Kg = ) = 202.7 Kg
81.- )AA 9I9A 3 )9 1 :
)9 = s/c AT
CV = (50.00 ,-)( ' 5./0 ) )9 = &5.00 Kg
2.- )AA DE OTA DE DISEÑO :
;6 = .5 ) 7 .< )9
0 . 3 0
-
8/17/2019 90274515 Ulises Concreto VP vs Losa Para Presentar 1
2/13
I.S.T.P."JOSE CARLOS MARIATEGUI" CURSO : CONCRETO ARMADO
&.- )AL)LO DEL A)EO DEL ALIEADO:
;6 = 0.(4&
E #
C%9&%%*1 11 1 11 1 10
1 1 1 1
L$&%* Pr)%d
.30 5./0 5.50
.30 5.50
3.42+ 3.051 (./1(.3/1 1.+(3
+.21 0.( 52.042.(4 3.00
6 %&$a& 0.5(+0 0.4(5+ 0.3/+4
&$adra&a 0.3042 0.(1+20.042 0.042 0.042
ρ = 6 ' ;& 0.3012 0.(433 0.((22< 0.015( 0.010/
3.45 3.45 3.453.4(+ (.40
DISE O 4 f 1(" 4 f 1(" 4 f 1("( f 1(" ( f 1("
4.- E#EO A TEPEATA:
As* = 0.00< ! * A* = 0.001+ ' 10 ' (5 As* = 0.&50 cm2
M$ = 8;$ . L( C%9.
,$>?@ = M$ ' 105
' d(
,$>7@ = M$ ' 105
' d(
A*>?@ = ρ ' ' d* 7 = ρ ' '
. ).
3
-
8/17/2019 90274515 Ulises Concreto VP vs Losa Para Presentar 1
3/13
I.S.T.P."JOSE CARLOS MARIATEGUI" CURSO : CONCRETO ARMADO
CONSTRUCCION CIVIL VI ALUMNO : ULISES MAMANI CONDORI
DISTI8)ION DE 9IETAS
FORMULAS :
L( 3 L( 3 L3 3 L3 3 La = 2 d! La = 1( 0.015/ La = 0.(05
La= d La= 0.(5 La= 0.25L( 4 L3 4
DONDE :
L(?La L(?La L3?La L3?La La = L-$d "a"
2 5 5 2 d= P%ra!% E9%& d%! E!%)%d!= Da)%r N)a! d% !a Var!!a
L2 L7 RESPUESTA La : La= 0.2500 m E*&-%)* %! )a (.0( (.0(
& /2> & /2>
1.21 1.51
2 /2> 2 /2>
0./4 1.3( 1.1 0.+3
4.
-
8/17/2019 90274515 Ulises Concreto VP vs Losa Para Presentar 1
4/13
I.S.T.P."JOSE CARLOS MARIATEGUI" CURSO : CONCRETO ARMADO
CONSTRUCCION CIVIL VI ALUMNO : ULISES MAMANI CONDORI
-
8/17/2019 90274515 Ulises Concreto VP vs Losa Para Presentar 1
5/13
I.S.T.P."JOSE CRLOS MARIATEGUI" CURSO : CONCRETO ARMADO
ANALISIS DE DISEÑO DE 9IAS
9IA SE)NDAIA7 Piso
De*alle de Losa 1.00 DATOS:
.40 s/c = 250 Kg/m2
Piso T. = 00 Kg/m2
.05 Ta!i". = 20 Kg/m2 # # #
#$c = 20 Kg/cm2
# # #
#$% = &200 Kg/cm2
Es'esor = 0.25 m.30
# # # .30
# # # .30
# # # Al*6ra 3?1 = 0.50 m
A@c?o 3!1=
0.25 m9iga S = 50 25
AT = 4.&0 m ec6!. = (.00 cm
0.(5 Area = 25.52 m2 d = ? - r = 0.& cm = 0.& m
7(.70 m
7
# # #
# # #
# # #
m
& + + +
# # #
# # #
# # #
5.(0 5.+0 5.50 5.00 .30 5.50 5.00
A 8 ) D E #
)or*e Ti'ico:
.&0 = ! Ladrillo
# #
0 . 3 0
9S 9S 9S
d
r
-
8/17/2019 90274515 Ulises Concreto VP vs Losa Para Presentar 1
6/13
I.S.T.P."JOSE CRLOS MARIATEGUI" CURSO : CONCRETO ARMADO
81.- )AA 9I9A 3 )9 1 :
)9 = s/c AT)9 = (50.00 ,-)( ' .40 ))9 = 0.(50 T)( ' .40 ) )9 = .400 T/m
2.- )AA DE OTA DE DISEÑO :
;6 = .5 ) 7 .< )98$ = 1.5 ' (.4/3 T) 7 1.+ ' 1.00 T) ;6 = 4.420 T/m
7.- DIAAA A ANALIA :
6 = .
A 8 ) D E #
% & % %*1 1 1 1 1 1 1
14 1 1 1 1 1 14
L$&%* .(0 .00 5.5 5.(5 5.5 5./0 5.(5 5.00Pr)%d .(0 5.+0 5.50 5.00 .30 5.50 5.00
M$=15./04 (3.+31 1/.(10 1.5+2 1/.(10 (0./4+ 1+.(45 10.343C%9&%%* 1+.12 13./1+ 1(.515 10.343 1.4(1 1(.515 11.+(1
$= 32.+43 5.21 45.21 3/.42 45.21 4/.+5 43.4( (4.143.(5 33.1( (/.2+ (4.1 3/.02 (/.2+ (+.13
6= %&$a& 0.(3(0 0.3+/ 0.(/(3 0.(43/ 0.(/(3 0.3(2 0.(240 0.14(1&$adra&a 0.(2(2 0.1/+5 0.125+ 0.14(1 0.(410 0.125+ 0.14/
0.042 0.042" B #$c 0.011 0.01/5 0.014 0.01(( 0.014 0.013 0.0132 0.0021#$% 0.013 0.00// 0.00++ 0.0021 0.01(1 0.00++ 0.00+(
A*
8;$ . L(
M$ ' 105
' d(
r=
-
8/17/2019 90274515 Ulises Concreto VP vs Losa Para Presentar 1
7/13
I.S.T.P."JOSE CRLOS MARIATEGUI" CURSO : CONCRETO ARMADO
-
8/17/2019 90274515 Ulises Concreto VP vs Losa Para Presentar 1
8/13
I.S.T.P."JOSE CRLOS MARIATEGUI" CURSO : CONCRETO ARMADO
ANALISIS DE DISEÑO DE 9IAS
9IA PIN)IPAL4 Piso
De*alle de Losa 1.00 DATOS:
.40 s/c = 250 Kg/m2
Piso T. = 00 Kg/m2
.05 Ta!i". = 20 Kg/m2 # # #
#$c = 20 Kg/cm2
# # #
#$% = &200 Kg/cm2
Es'esor = 0.25 m.30
# # # .30
# # # .30
# # # Al*6ra 3?1 = 0.45 m
A@c?o 3!1 = 0.75 m
9iga P = 45 75AT = 5.45 m ec6!. = (.00 cm
0.35 Area = (2.4 m2 +OL d = ? - r = 0.54 cm = 0.54 m
7&.0 m
8
# # #
# #
#
# # #
m
) + + +
# # #
# # #
# # #
D5.50 5.+0 .00 .+0 5.(0 4.+0
4 5 & 7 2
)or*e Ti'ico:
.&0 = !Ladrillo
# # #
*
0 . 3 0
9P 9P
d
r
9P
-
8/17/2019 90274515 Ulises Concreto VP vs Losa Para Presentar 1
9/13
I.S.T.P."JOSE CRLOS MARIATEGUI" CURSO : CONCRETO ARMADO
81.- )AA 9I9A 3 )9 1 :
)9 = s/c AT)9 = (50.00 ,-)( ' 5.5 ))9 = 0.(50 T)( ' 5.5 ) )9 = .&7 T/m
2.- )AA DE OTA DE DISEÑO :
;6 = .5 ) 7 .< )98$ = 1.5 ' (.4+( T) 7 1.+ ' 1.413 T) ;6 = 4.244 T/m
7.- DIAAA A ANALIA :
;6 = 4.244
4 5 & 7 2
% & % %*1 1 1 1 1 1
14 1 1 1 1 14
L$&%* 5.50 5.5 5./0 .40 .00 5.00 4.+0Pr)%d 5.50 5.+0 .00 .+0 5.(0 4.+0
M$= 11.+4 (0.001 1/.+(+ (3.331 (0.50 15.4 /.0((C%9&%%* 13.53+ 13.123 14.0/+ 1+.10+ 10.5+/ 10.311
,$= 10.2/ 1+.(( 1+.0 (1.( 1+.+ 14.(2 +.((1(.33 1(.00 1(.+4 1.50 /.5 /.3/
6= %&$a& 0.05/( 0.10( 0.1012 0.1(11 0.1054 0.02/( 0.0442&$adra&a 0.0+0 0.01 0.020/ 0.0/(3 0.05(2 0.0513
" c 0.0030 0.0051 0.0051 0.001 0.0053 0.0040 0.00((#$% 0.0034 0.0033 0.0035 0.004 0.00( 0.00(
8;$ . L(
M$ ' 105
' d(
f=
-
8/17/2019 90274515 Ulises Concreto VP vs Losa Para Presentar 1
10/13
I.S.T.P."JOSE CRLOS MARIATEGUI" CURSO : CONCRETO ARMADO
-
8/17/2019 90274515 Ulises Concreto VP vs Losa Para Presentar 1
11/13
E)A)ION )ADATI)A
ku - q + q F'CA - B 37.8432 0.2320 1.4629 210
43.2493 0.2727 1.4222 210
B - C 56.7057 0.3896 1.3053 210
33.1177 0.1985 1.4965 210
C - D 45.7118 0.2923 1.4027 210
29.7803 0.1758 1.5191 210
D - E 39.4684 0.2439 1.4510 21024.6118 0.1421 1.5528 210
E - F 45.7118 0.2923 1.4027 210
39.0738 0.2410 1.4539 210
F - G 49.8466 0.3267 1.3682 210
29.7803 0.1758 1.5191 210
G - H 43.4153 0.2740 1.4209 210
28.1278 0.1649 1.5301 210H - H 24.6118 0.1421 1.5528 210
7 - 6 10.7925 0.0592 1.6357 210
12.3343 0.0680 1.6269 210
6 - 5 18.2228 0.1026 1.5923 210
12.0020 0.0661 1.6288 2105 - 4 18.0647 0.1017 1.5932 210
12.8440 0.0709 1.6240 210
4 - 3 21.2562 0.1211 1.5738 210
16.4974 0.0923 1.6026 210
3 - 2 18.6822 0.1054 1.5895 210
9.6473 0.0527 1.6422 210
2 - 1 14.2711 0.0792 1.6157 2109.3945 0.0513 1.6437 210
1 - 1 8.2202 0.0447 1.6502 210
-
8/17/2019 90274515 Ulises Concreto VP vs Losa Para Presentar 1
12/13
-
8/17/2019 90274515 Ulises Concreto VP vs Losa Para Presentar 1
13/13
ANEO:
DES)IP)ION DE AEAS DE A)EO
DIAETO
PL.? + ? 0.3/ 50.00 0.50 (5.10 (.51
/000 /
3 ? 3+ 0.5 21.00 0.21 (/./0 (.//
? 1( ? 0.+/ 113.00 1.13 32.20 3.22
4 ? 1( 0.// 1(2.00 1.(2 3/./0 3.//
5 ? 5+ 1.55 1/+.00 1./+ 4/./0 4.//
? 34 (.(4 (+5.00 (.+5 5/./0 5.//+ ? 1 3./+ 502.00 5.02 2/.+0 2./+
11 ? 1 3+ 2./1 /5+.00 /.5+ 10/.20 10./2 1(000 1(
AEAS DE A)EO
DIAETO 9AILLAS PO SE))ION 3)21
PL. 2 7 & 5 4 < ( 0 2 7 & 5 4 ? + ? 0.50 1.00 1.50 (.00 (.50 3.00 3.50 4.00 4.50 5.00 5.50 .00 .50 2.00
3 ? 3+ 0.21 1.4( (.13 (.+4 3.55 4.( 4./2 5.+ .3/ 2.10 2.+1 +.5( /.(3 /./4? 1( ? 1.13 (.( 3.3/ 4.5( 5.5 .2+ 2./1 /.04 10.12 11.30 1(.43 13.5 14./ 15.+(
4 ? 1( 1.(2 (.54 3.+1 5.0+ .35 2.( +.+/ 10.1 11.43 1(.20 13./2 15.(4 1.51 12.2+
5 ? 5+ 1./+ 3./ 5./4 2./( /./0 11.++ 13.+ 15.+4 12.+( 1/.+0 (1.2+ (3.2 (5.24 (2.2(
? 34 (.+5 5.20 +.55 11.40 14.(5 12.10 1/./5 ((.+0 (5.5 (+.50 31.35 34.(0 32.05 3/./0
+ ? 1 5.02 10.14 15.(1 (0.(+ (5.35 30.4( 35.4/ 40.5 45.3 50.20 55.22 0.+4 5./1 20./+
11 ? 1 3+ /.5+ 1/.1 (+.24 3+.3( 42./0 52.4+ 2.0 2.4 +.(( /5.+0 105.3+ 114./ 1(4.54 134.1( 143.20 153.(+ 1(.+
NF8AA
ASAK/
SE))ION
SE))ION )2
PEIET.
PEIET. )
LON.
LON.
NF8AA