TRABAJO ANALISIS1 ADAN ZETA LEON ALAIN.docx
-
Upload
obras-ejecutables-agqa -
Category
Documents
-
view
217 -
download
0
Transcript of TRABAJO ANALISIS1 ADAN ZETA LEON ALAIN.docx
Anlisis Esttico de una Estructura
Contamos con una edificacin en Trujillo de uso comercial, que cuenta con un suelo arenoso arcilloso. Esta edificacin es de seccin tpica de 20.00 x 10.00 m de 3 pisos, con una altura de 2.50m de altura cada piso.
METRADO DE CARGAS:VIGA EJE 2: h=0.30cm; b=0.15cmPT: 380(0.885)=336.3K/mPp: 0.3x0.15x2400=108K/mPm: 2.5x0.15x1800=675K/mWD=1119.3K/mWL=500(0.885)=442.5K/m
VIGA EJE 3: h=0.30cm; b=0.15cmViga eje3, A-BPT: 380 (0.885+1.585)=938.6K/mPp: 0.3x0.15x2400=108K/mPm: 2.5x0.15x1800=675K/mWD=1721.6K/mWL=500(0.885+1.585)=1235K/m
Viga eje3, B-DPT: 380 (0.885+0.7)=602.3K/mPp: 108K/mPm: 675K/mWD=1385.3K/mWL=500(0.885+0.7)=792.5K/m
VIGA EJE 4: h=0.30cm; b=0.15cmViga eje4, A-B PT: 380 (1.885)=602.3K/mPp: 108K/mPm: 675K/mWD= 1385.3/mWL= 500(0.885+0.7)=792.5K/m
Viga eje4, B-DPT: 380 (0.7+1.1)=684K/mPp: =108K/m Pm= 675K/mWD= 1467K/mWL= 500(1.8) =900K/m
VIGA EJE 5: h=0.30cm; b=0.15cmViga eje5, A-BPT: 380 (0.7)=266K/mPp: 108K/mPm: 675K/mWD= 1049K/mWL= 500(0.7) =350K/m
Viga eje5, B-DPT: 380 (0.7+1.1)=684K/mPp: =108K/m Pm= 675K/mWD= 1467K/mWL=500(0.7+1.1)= 900K/m
VIGA EJE 6: h=0.30cm; b=0.15cmPT: 380 (0.7)=266K/mPp: 108K/m Pm: 675K/mWD= 1049K/mWL=500(0.7) = 350K/m
VIGA EJE AViga Eje A; 2-4: h=0.35cm; b=0.15cmPT: 380 (0.7) =266K/mPp: 0.35x0.15x2400=126K/m Pm: 675K/mWD= 1067K/mWL=500(0.7)= 350K/m
Viga Eje A; 5-6:PT: 380 (1.66) = 630.8K/mPp: 126K/m Pm: 675K/mWD= 1431.8K/mWL=500(1.66) = 830K/m
VIGA EJE BViga Eje B; 2-3: h=0.35cm; b=0.15cmPT: 380 (0.7x2) = 532K/mPp: 126K/m Pm: 675K/mWD= 1333K/mWL=500(1.4) = 700K/m
VIGA EJE B; 3-4PT: 380 (0.7+1.4) =798K/mPp: 126K/m Pm: 675K/mWD= 1599K/mWL=500(1.4+0.7) = 1050K/m
VIGA EJE B; 4-5 PT: 380 (0.7)= 266K/mPp: 126K/m Pm: 675K7mWD= 1067K/mWL=500(0.7) = 350K/m
VIGA EJE B; 5-6 PT: 380 (1.4x2) = 1064K/mPp: 126K/m Pm: 675K7mWD= 1865K/mWL=500(1.4x2)= 1400K/m
VIGA EJE C h=0.35cm; b=0.15cmViga Eje C; 2-3 PT: 380 (0.7x2) = 532K/mPp: 126K/m Pm= 675K/mWD= 1333K/mWL=500(1.4) = 700K/m
Viga Eje C; 3-4PT: 3.80 (1.4+1.1)= 950K/mPp: 126K/m Pm: 675K/mWD= 1751K/mWL=500(1.4+1.1) = 1250K/m
Viga Eje C; 4-5PT: 380 (0.7x2) = 532K/mPp: 126K/m Pm: 675K/mWD= 1333K/mWL=500(1.4) = 700K/m
Viga Eje C; 5-6PT: 380 (1.4+1.57)= 1128.6K/mPp: 126K/m Pm: 675K/mWD= 1929.6K/mWL=500(1.4+1.57) = 1485K/m
VIGA EJE D h=0.35cm; b=0.15cmViga Eje D; 2-3 PT: 380 (0.7) = 266K/mPp: 126K/m Pm: 675K/mWD= 1067K/mWL=500(0.7) =350K/m
VIGA EJE D; 4-5 PT: 380 (0.7) = 266K/mPp: 126K/m Pm: 675K/mWD= 1067K/mWL=500(0.7) =350K/m
Viga Eje D; 5-6 PT: 380 (1.57) = 596.6K/mPp: 126K/m Pm: 675K/mWD= 1397.6K/mWL=500(1.57) =785K/m
Carga muerta por piso:Viga eje 2W=1119.3 (3.57+3.05+3.38)=1119.3
Viga eje 3W=1721.6 (3.57)+ 1385.3 (3.05 +3.38)=15053.591
Viga eje 4W=1385.3 (3.57) + 1467(3.05+3.38)=14378.331
Viga eje 5W=1049(3.57)+1467(3.05 +3.38)=13177.75
Viga eje 6W=1049(3.57+3.05 +3.38)=10490
Viga eje AW=1049(2.02+3.42)+1431.8 (4)=11531.68
Viga eje BW=1333(2.02)+1599(3.42)+1067(2.45)+1865(4)=18230.59
Viga eje CW=1333(2.02)+1351 (3.42)+1333(2.45)+1929.6 (4)=19665.33
Viga eje DW=1067(2.02)+1067(2.45)+1397(4)=10359.89Carga viva total:PLtotal: 68737.442
P=PD+0.5PLP=124080.16+34368.721P=158448.881KCarga basal H:
Z=0.4
U=1.3
S=1.4
C=2.5
P=475346.643
Rd=8
H=108141.361
H108140
PISOPESOhPxh%FV
3M3=158448.8817.51188366.650.00%F3=54070.00V3=54070.00
2M2=158448.8815792244.4133.33%F2=36046.67V2=90116.67
1M1=158448.8812.5396122.216.67%F1=18023.33V1=18023.33
2376733.2
ALTERNANCIA DE CARGAS:1. VIGA EJE 2:
ALTERNANCIA 1:
ALTERNANCIA 2:
ALTERNANCIA 3:
ALTERNANCIA 4:
ALTERNANCIA 5:
2. VIGA EJE 3:
ALTERNANCIA 1:
ALTERNANCIA 2:
ALTERNANCIA 3:
3. VIGA EJE 4:
ALTERNANCIA 1:
ALTERNANCIA 2:
ALTERNANCIA 3:
4. VIGA EJE 5:
ALTERNANCIA 1:
ALTERNANCIA 2:
ALTERNANCIA 3:
5. VIGA EJE 6:
ALTERNANCIA 1:
ALTERNANCIA 2:
ALTERNANCIA 3:
ALTERNANCIA 4:
ALTERNANCIA 5:
6. VIGA EJE A:
ALTERNANCIA 1:
ALTERNANCIA 2:
ALTERNANCIA 3:
7. VIGA EJE B:
8. VIGA EJE C:
9. VIGA EJE D:
ANLISIS POR MTODO PENDIENTE DEFLEXIN:
1. Clculo de Momentos de empotramiento: WT = WD + WL = 19210 KgMAE=-MEA=0.00
MBF=-MFB=0.00
MCG=-MGC=0.00
MDH=-MHD=0.00
MEI=-MIE=0.00
MFJ=-MJF=0.00
MGK=-MKG=0.00
MHL=-MLH=0.00
MIM=-MMI=0.00
MJN=-MNJ=0.00
MKO=-MOK=0.00
MLP=-MPL=0.00
MEF=-MFE=-1485.84
MFG=-MGF=-1084.52
MGH=-MHG=-1331.89
MIJ=-MJI=-1485.84
MJK=-MKJ=-1084.52
MKL=-MLK=-1331.89
MMN=-MNM=-1485.84
MNO=-MON=-1084.52
MOP=-MPO=-1331.89
2. Consideraciones:
3. Expresiones de momentos:
4. Ecuaciones de compatibilidad:
E-2796.40
F925.23
G1777.35
H-1243.91
I5640.14
J-273.56
k2147.33
L-2667.51
M6637.66
N-931.08
O322.02
P7345.27
12813.87
21955.95
32783.32
5. Momentos resultantes:
MAE=-8990.41kg-mMEA=-11227.53kg-m
MBF=-6013.11kg-mMFB=-5272.93kg-m
MCG=-5331.42kg-mMGC=-3909.54kg-m
MDH=-7748.43kg-mMHD=-8743.56kg-m
MEI=-4656.40kg-mMIE=2092.83kg-m
MFJ=-3432.76kg-mMJF=-4391.79kg-m
MGK=-132.66kg-mMKG=163.33kg-m
MHL=-8818.55kg-mMLH=-9957.42kg-m
MIM=7654.38kg-mMMI=8452.40kg-m
MJN=-7862.53kg-mMNJ=-8388.55kg-m
MKO=-2986.63kg-mMOK=-4446.88kg-m
MLP=-5071.77kg-mMPL=2938.45kg-m
MEF=-24920.98kg-mMFE=19486.72kg-m
MFG=-10781.04kg-mMGF=19968.02kg-m
MGH=-15925.82kg-mMHG=17562.10kg-m
MIJ=-9747.21kg-mMJI=25332.85kg-m
MJK=-13078.53kg-mMKJ=19448.12kg-m
MKL=-16624.82kg-mMLK=15029.20kg-m
MMN=-8452.40kg-mMNM=25025.47kg-m
MNO=-16636.91kg-mMON=14566.50kg-m
MOP=-10119.62kg-mMPO=33638.67kg-m
VA=-23594.59626
VB=-14662.68929
VC=-12617.60348
VD=-19868.63068
ANLISIS POR MTODO DE CROSS:
FACTOR DE DISTRIBUCIN
EI0.37KL0.21NM0.28CG0.00
IE0.37KO0.28MI0.59GH0.21
IJ0.26OK0.39IM0.37HG0.27
JI0.20LK0.27EA0.37HL0.37
JF0.28LH0.37AE0.00HD0.37
JN0.28LP0.37EF0.26DH0.00
FJ0.28PL0.57FE0.20
NJ0.40PO0.43FB0.28
JK0.23OP0.29BF0.00
KJ0.23ON0.32FG0.23
KG0.28NO0.33GF0.23
GK0.28MN0.41GC0.28
Momentos de empotramiento:
MAE=-MEA=0.00
MBF=-MFB=0.00
MCG=-MGC=0.00
MDH=-MHD=0.00
MEI=-MIE=0.00
MFJ=-MJF=0.00
MGK=-MKG=0.00
MHL=-MLH=0.00
MIM=-MMI=0.00
MJN=-MNJ=0.00
MKO=-MOK=0.00
MLP=-MPL=0.00
MEF=-MFE=-20402.46
MFG=-MGF=-14891.75
MGH=-MHG=-18288.56
MIJ=-MJI=-20402.46
MJK=-MKJ=-14891.75
MKL=-MLK=-18288.56
MMN=-MNM=-20402.46
MNO=-MON=-14891.75
MOP=-MPO=-18288.56
MIMNNMNJNO
0.590.410.280.400.33
0.00-20402.4620402.460.00-14891.75
11999.478402.99-1531.39-2186.83-1792.48
3777.84-765.704201.50-782.78543.95
-1771.56-1240.59-1101.20-1572.51-1288.95
-1060.39-550.60-620.29-164.84689.69
947.48663.5026.5237.8831.05
296.1213.26331.75180.94-38.02
-181.96-127.42-131.91-188.36-154.40
-146.86-65.95-63.71-19.4283.28
125.1687.65-0.04-0.06-0.05
13985.32-13985.3221513.68-4696.00-16817.68
0.000.00
ONOKOPPOPL
0.320.390.290.430.57
14891.750.00-18288.5618288.560.00
1087.901327.23981.68-7775.75-10512.81
-896.24477.17-3887.87490.84-3337.76
1379.381682.851244.711210.431636.50
-644.47276.68605.21622.36939.27
-76.04-92.77-68.61-663.96-897.67
15.52-203.61-331.98-34.31-286.10
166.56203.20150.30136.23184.18
-77.2029.2868.1175.15141.88
-6.47-7.89-5.84-92.27-124.75
15840.703692.15-19532.8512257.27-12257.27
0.000.00
IEIMIJJIJFJNJK
0.370.370.261.000.200.280.280.23
00.00-20402.4620402.460.000.00-14891.75
7555.687555.685291.09-1096.33-1565.56-1565.56-1283.25
275.135999.74-548.172645.55-782.78-1093.42391.12
-2120.78-2120.78-1485.14-230.87-329.68-329.68-270.23
-598.03-885.78-115.44-742.5728.27-786.26226.79
592.25592.25414.74253.41361.87361.87296.62
192.68473.74126.71207.3777.2718.94-166.89
-293.72-293.72-205.69-27.19-38.83-38.83-31.83
-64.85-90.98-13.60-102.84-33.37-94.1824.00
62.7562.7543.9441.0658.6458.6448.06
5601.1111292.90-16894.0121350.04-2224.19-3468.49-15657.36
KJKGKOKLLKLHLP
0.230.280.280.210.270.370.37
14891.750.000.00-18288.5618288.560.000.00
782.25954.34954.34705.87-4937.52-6675.52-6675.52
-641.62477.17663.62-2468.76352.94-243.08-5256.41
453.58553.36553.36409.291389.461878.551878.55
-135.1248.36841.42694.73204.65544.75818.25
-333.78-407.21-407.21-301.19-423.23-572.21-572.21
148.31-98.72-46.38-211.61-150.60-177.95-448.84
48.0058.5558.5543.31209.88283.75283.75
-15.9238.19101.60104.9421.6565.5492.09
-52.69-64.29-64.29-47.55-48.40-65.44-65.44
15144.751559.762655.02-19359.5314907.39-4961.61-9945.77
0.000.00
EAEIEFFEFBFJFG
0.370.370.260.200.280.280.23
0.000.00-1485.8420402.460.000.00-14891.75
550.26550.26385.33-1096.33-1565.56-1565.56-1283.25
3777.84-548.17192.67-782.78391.12
-1196.05-1196.05-837.5739.5956.5356.5346.34
-1060.3919.79-418.79-164.8439.64
385.37385.37269.86108.22154.54154.54126.68
296.1254.11134.93180.94-80.92
-129.70-129.70-90.83-46.74-66.75-66.75-54.71
-146.86-23.37-45.41-19.4231.31
63.0463.0444.156.679.529.527.81
-327.092539.62-2212.5319277.27-1411.71-2197.81-15667.74
0.000.00
GFGCGKGHHGHDHL
0.230.280.280.211.000.270.370.37
14891.750.000.00-18288.561331.890.000.00
782.25954.34954.34705.87-359.58-486.16-486.16
-641.62477.17-179.79352.94-3337.76
79.2896.7296.7271.54805.841089.491089.49
23.17276.68402.9235.77939.27
-161.84-197.45-197.45-146.04-263.24-355.90-355.90
63.34-203.61-131.62-73.02-286.10
62.6176.3976.3956.5096.96131.08131.08
-27.3629.2848.4828.25141.88
-11.61-14.16-14.16-10.47-45.93-62.10-62.10
15059.97915.841495.37-17471.181909.87316.42-2226.29
0.000.00
AEBFCGDH
00.000.000.00
00.000.000.00
275.13-782.78477.17-243.08
-598.0328.2748.36544.75
192.6877.27-98.72-177.95
-64.85-33.3738.1965.54
31.524.76-7.08-31.05
-163.55-705.85457.92158.21