Student report notebook kit (cover, binder spine, divider ...
Binder 1
11
P1(MORRE) P2(MORRE) P3(MORRE) P4(MORRE) P5(MORRE) P6(MORRE) P9 P10 P11(MORRE) P12(MORRE) P7(MORRE) P8 P13(MORRE) P14 P15(MORRE) P16(MORRE) P17(MORRE) P19(MORRE) P24(MORRE) P22(MORRE) P23(MORRE) P18(MORRE) P20(MORRE) P21(MORRE) P25(MORRE) P27(MORRE) P26(MORRE) P28(MORRE) 292 V201 292 V201 292 V201 292 V221 292 V221 292 V221 292 V221 292 V213 292 V213 292 V211 292 V210 V210 292 V211 V214 292 V214 292 V214 V214 V214 292 V206 292 V212 V214 292 V221 V205 V205 V205 V205 292 V217 292 V217 V202 V202 292 V217 292 V221 V203 V203 V203 V203 292 V201 V219 V219 V218 V205 V215 V208 V208 292 V214 V215 V207 292 V211 V216 V216 V216 292 V211 V220 V220 V220 V209 V218 292 V204 292 V204 V204 L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 P18(NASCE) P20(NASCE) P21(NASCE) P25(NASCE) P27(NASCE) P28(NASCE) V102 V105 V109 P1 P2 P3 P4 P5 P6 P9 P10 P11 P12 P7 P8 P13 P14 P15 P16 P17 P19 P24 P22 P23 F27(MORRE) F28(MORRE) CP26(MORRE) F26(MORRE) V112 V112 CP27(MORRE) V122 V122 V117 V117 F21(MORRE) V108 V108 V113 R16(MORRE) R15(MORRE) R14(MORRE) R12(MORRE) R11(MORRE) R9(MORRE) R7(MORRE) R6(MORRE) R5(MORRE) V121 R10(MORRE) V115 V110 R8(MORRE) V103 V103 V103 R3(MORRE) R4(MORRE) V118 V119 V120 R1(MORRE) R13(MORRE) V116 V104 R2(MORRE) V108 V114 F18(MORRE) V106 V106 V106 F20(MORRE) V107 V107 F25(MORRE) V111 V111 V111 V111 V107 V111 V123 V123 V123 V123 V123 V123 V123 V123 V123 V123 V123 V123 V123 V101 V101 V101 V101 V101 P26(NASCE) CP28(MORRE) ESC 1:100 7e55(2 ESC 1:100 COBERTURA ESC 1:100 &$,;$ ' È*8$ P9 P10 P8 P14 V301 V305 V305 V303 V304 V304 V302 L1 L2 0 Terreo 1 4,0 Cobertura 2 6,5 Caixa d Agua 3 Corte X-X escala 1:100 Corte Y-Y escala 1:100
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Transcript of Binder 1
P1(MORRE) P2(MORRE)
P3(MORRE) P4(MORRE)
P5(MORRE) P6(MORRE)
P9
P10P11(MORRE) P12(MORRE)
P7(MORRE)P8
P13(MORRE) P14
P15(MORRE) P16(MORRE) P17(MORRE)
P19(MORRE)
P24(MORRE)
P22(MORRE) P23(MORRE)
P18(MORRE)
P20(MORRE)
P21(MORRE)
P25(MORRE)
P27(MORRE)
P26(MORRE)
P28(MORRE)
292
V201
292
V201
292
V201
292
V2
21
292
V2
21
292
V2
21
292
V2
21
292
V2
13
292
V2
13
292
V211
292
V210 V210
292
V211
V2
14
292
V2
14
292
V2
14
V2
14
V2
14
292
V206
292
V2
12
V2
14
292
V2
21
V205 V205 V205 V205
292
V2
17
292
V2
17
V202 V202
292
V2
17
292
V2
21
V203 V203 V203V203
292
V201
V2
19
V2
19
V2
18
V205
V2
15
V208 V208
292
V2
14
V2
15
V207
292
V211
V2
16
V2
16
V2
16
292
V211
V2
20
V2
20
V2
20
V209
V2
18
292
V204
292
V204 V204
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14 L15
P18(NASCE)
P20(NASCE)
P21(NASCE)
P25(NASCE)
P27(NASCE) P28(NASCE)
V102
V105
V109
P1 P2
P3 P4
P5 P6
P9
P10 P11 P12
P7 P8
P13 P14
P15 P16 P17
P19
P24
P22 P23
F27(MORRE) F28(MORRE)
CP26(MORRE)
F26(MORRE)
V112 V112
CP27(MORRE)
V1
22
V1
22
V1
17
V1
17
F21(MORRE)
V108 V108
V113
R16(MORRE)
R15(MORRE)
R14(MORRE)
R12(MORRE)
R11(MORRE)
R9(MORRE)
R7(MORRE)
R6(MORRE)
R5(MORRE)
V1
21
R10(MORRE)
V1
15
V110
R8(MORRE)
V103V103V103
R3(MORRE) R4(MORRE)
V1
18
V1
19
V1
20
R1(MORRE)
R13(MORRE)
V1
16
V104
R2(MORRE)
V108
V1
14
F18(MORRE)
V106 V106V106
F20(MORRE)
V107 V107
F25(MORRE)
V111 V111 V111 V111
V107
V111
V1
23
V1
23
V1
23
V1
23
V1
23
V1
23
V1
23
V1
23
V1
23
V1
23
V1
23
V1
23
V1
23
V101
V101V101V101V101
P26(NASCE)
CP28(MORRE)
ESC 1:100
TÉRREO
ESC 1:100
COBERTURA
ESC 1:100
CAIXA D' ÁGUA
P9
P10
P8
P14
V301
V3
05
V3
05
V303
V3
04
V3
04
V302
L1
L2
0
Terreo
1
4,0
Cobertura
2
6,5
Caixa d Agua
3
Corte X-X
escala 1:100
Corte Y-Y
escala 1:100
E1-1
E1-2
2ø20
hb = 45 cm
ha = 0 cm
25x30 cm
P1
E2-1
E2-2
2ø20
hb = 45 cm
ha = 0 cm
25x30 cm
P2
E3-1
E3-2
2ø20
hb = 45 cm
ha = 0 cm
20x30 cm
P3
E4-1
E4-2
2ø20
hb = 45 cm
ha = 0 cm
20x30 cm
P4
E5-1
E5-2
2ø20
hb = 45 cm
ha = 0 cm
25x30 cm
P5
E7-1
1ø20
hb = 45 cm
ha = 0 cm
20x30 cm
P7
E8-1
E8-2
2ø20
hb = 45 cm
ha = 0 cm
20x30 cm
P8
E9-1
E9-2
2ø20
hb = 45 cm
ha = 0 cm
20x30 cm
P9
4ø20
hb = 50 cm
ha = 0 cm
25x30 cm
P10
4ø20
hb = 50 cm
ha = 0 cm
25x30 cm
P11
4ø20
hb = 50 cm
ha = 0 cm
25x30 cm
P12
E13-1
1ø20
hb = 45 cm
ha = 0 cm
20x30 cm
P13
4ø20
hb = 50 cm
ha = 0 cm
20x30 cm
P14
E15-1 E15-2
2ø20
hb = 45 cm
ha = 0 cm
20x30 cm
P15
4ø20
hb = 45 cm
ha = 0 cm
30x45 cm
P16
4ø20
hb = 45 cm
ha = 0 cm
30x45 cm
P17
4ø20
hb = 50 cm
ha = 0 cm
25x30 cm
P19
E22-1 E22-2
2ø20
hb = 45 cm
ha = 0 cm
25x30 cm
P22
4ø20
hb = 50 cm
ha = 0 cm
25x30 cm
P23
E24-1 E24-2
2ø20
hb = 45 cm
ha = 0 cm
20x30 cm
P24
E26-1 E26-2
2ø20
hb = 45 cm
ha = 0 cm
30x30 cm
CP26
E27-1 E27-2
E27-3 E27-4
4ø20
hb = 50 cm
ha = 0 cm
30x30 cm
CP27
E28-1 E28-2
E28-3
E28-4 E28-5
5ø20
hb = 65 cm
ha = 0 cm
30x30 cm
CP28
4ø20
hb = 50 cm
ha = 0 cm
15x30 cm
F18
2ø20
hb = 45 cm
ha = 0 cm
15x30 cm
F20
2ø20
hb = 45 cm
ha = 0 cm
20x30 cm
F21
E25-1 E25-2
2ø20
hb = 45 cm
ha = 0 cm
15x30 cm
F25
2ø20
hb = 45 cm
ha = 0 cm
20x30 cm
F26
4ø20
hb = 50 cm
ha = 0 cm
20x30 cm
F27
4ø20
hb = 50 cm
ha = 0 cm
20x30 cm
F28
E1-1
1ø20
hb = 50 cm
ha = 0 cm
15x24 cm
R1
E2-1
1ø20
hb = 50 cm
ha = 0 cm
15x24 cm
R2
E3-1
1ø20
hb = 50 cm
ha = 0 cm
15x24 cm
R3
E4-1
1ø20
hb = 50 cm
ha = 0 cm
15x24 cm
R4
E5-1
1ø20
hb = 50 cm
ha = 0 cm
15x24 cm
R5
E6-1
1ø20
hb = 50 cm
ha = 0 cm
15x24 cm
R6
E7-1
1ø20
hb = 50 cm
ha = 0 cm
15x24 cm
R7
E8-1
1ø20
hb = 50 cm
ha = 0 cm
15x24 cm
R8
E9-1
1ø20
hb = 50 cm
ha = 0 cm
15x24 cm
R9
E10-1
1ø20
hb = 50 cm
ha = 0 cm
15x24 cm
R10
1ø20
hb = 50 cm
ha = 0 cm
15x24 cm
R11
E12-1
1ø20
hb = 50 cm
ha = 0 cm
15x24 cm
R12
E13-1
1ø20
hb = 50 cm
ha = 0 cm
15x24 cm
R13
1ø20
hb = 50 cm
ha = 0 cm
15x24 cm
R14
E15-1
1ø20
hb = 50 cm
ha = 0 cm
15x24 cm
R15
E16-1
1ø20
hb = 50 cm
ha = 0 cm
15x24 cm
R16
72
72
5
54.8
5
5 5 5
80
80
49.8
49.7
15 35.7
25.7
70
52.5
70
22.3
50
3
27.3
20.7
37.5
37.5
55
50.2
37.5
3
50.2
43
27.3
43
20.7
0.5
7.5
5
4.5
89
7.5
89
59.5
30.5
59.5
58
59.5
46.5
59.5
66
59.5
87
59.5
27.3
59.5
40.2
59.5
198
117.5
112.5
215
133
327
200
200
210.5
134.5
227.5
250.5
229.5
245.3 247.2 110.6 126 133.5 107.5 158.2
12.00
N
210.00
M
327.50
L
440.00
K
655.00
J
788.00
I
1115.00
H
1315.00
G
1515.00
F
1725.50
E
1860.00
D
2087.50
C
2338.00
B
2567.50
A
-0.20
1
245.05
2
492.25
3
602.80
4
728.80
5
862.30
6
969.80
7
1128.00
8
Planta de locação das estacas
escala 1:50
30 30
110
50
BF20=BF21=BF25=BF26 (2ø20)
B1=B2=B3=B4=B5=B8=B9=B15=B22=B24=BCP26
30 30
30
30
110
110
BCP27=BF18=BF27=BF28 (4ø20)
B6=B10=B11=B12=B14=B16=B17=B19=B23
50
50
BR14=BR15=BR16 (1ø20)
BR11=BR12=BR13
BR7=BR8=BR9=BR10
BR3=BR4=BR5=BR6
B7=B13=BR1=BR2
42.4 42.4
42.4
42.4
134.9
134.9
BCP28 (5ø20)
Legenda dos blocos
escala 1:25
PilarFundação
Bloco
NomeSeção
X Y Carga Máx. Carga Mín. Mx My Fx FyLado B Lado H h0 / ha h1 / hb ne de ca Base tub.
(cm) (cm) (cm) (tf) (tf) (kgf.m) (kgf.m) (tf) (tf) (cm) (cm) (cm) (cm) (cm) (cm) (cm)
CP26 30x30 245.05 15.00 0.7 -0.7 0 0 0.6 0.5 110 50 0 45 2 20 -30
CP27 30x30 519.50 210.00 1.6 -0.7 0 0 0.4 0.8 110 110 0 50 4 20 -35
CP28 30x30 990.50 210.00 0.1 -2.5 0 0 0.6 1.2 135 135 0 65 5 20 -50
F18 15x30 1165.50 1115.00 15.6 6.5 0 0 0.3 0.1 110 110 0 50 4 20 -35
F20 15x30 1165.50 655.00 13.7 9.0 0 0 0.3 0.1 110 50 0 45 2 20 -30
F21 20x30 50.00 495.00 7.8 4.9 0 0 0.5 0.2 110 50 0 45 2 20 -30
F25 15x30 1165.50 210.00 12.7 10.0 0 0 0.3 0.1 110 50 0 45 2 20 -30
F26 20x30 50.00 15.00 10.6 7.8 0 0 0.4 0.2 110 50 0 45 2 20 -30
F27 20x30 519.50 55.00 18.3 12.8 0 0 0.2 0.6 110 110 0 50 4 20 -35
F28 20x30 990.50 55.00 22.2 16.1 0 0 0.2 0.6 110 110 0 50 4 20 -35
P1 25x30 728.80 2567.50 6.2 4.7 0 0 0.5 0.1 110 50 0 45 2 20 -30
P2 25x30 1128.00 2567.50 8.5 6.1 0 0 0.1 0.1 110 50 0 45 2 20 -30
P3 20x30 728.80 2410.00 10.3 7.5 0 0 0.1 0.1 110 50 0 45 2 20 -30
P4 20x30 969.80 2410.00 8.1 5.6 0 0 0.1 0.1 110 50 0 45 2 20 -30
P5 25x30 728.80 2087.50 14.5 10.7 0 0 0.2 0.1 110 50 0 45 2 20 -30
P6 25x30 1128.00 2087.50 15.5 11.6 0 0 0.1 0.1 110 110 0 50 4 20 -35
P7 20x30 -0.20 1860.00 4.4 2.7 0 0 0.2 0.2 50 50 0 45 1 20 -30
P8 20x30 299.80 1865.00 10.7 8.4 0 0 0.2 0.1 110 50 0 45 2 20 -30
P9 20x30 602.80 1865.00 5.6 4.3 0 0 0.1 0.1 110 50 0 45 2 20 -30
P10 25x30 602.80 1730.50 18.1 10.8 0 0 0.4 0.1 110 110 0 50 4 20 -35
P11 25x30 728.80 1730.50 21.0 12.4 0 0 0.6 0.1 110 110 0 50 4 20 -35
P12 25x30 1128.00 1730.50 18.3 14.5 0 0 0.3 0.1 110 110 0 50 4 20 -35
P13 20x30 -0.20 1595.00 4.9 3.2 0 0 0.2 0.2 50 50 0 45 1 20 -30
P14 20x30 294.80 1595.00 15.6 12.4 0 0 0.2 0.1 110 110 0 50 4 20 -35
P15 20x30 294.75 1115.00 10.3 8.2 0 0 0.1 0.1 110 50 0 45 2 20 -30
P16 30x45 507.25 1115.00 29.1 21.2 0 0 0.9 0.2 110 110 0 45 4 20 -30
P17 30x45 1005.50 1115.00 25.4 13.6 0 0 1.9 0.2 110 110 0 45 4 20 -30
P19 25x30 995.50 655.00 25.4 16.3 0 0 0.6 0.2 110 110 0 50 4 20 -35
P22 25x30 297.50 510.00 11.8 9.2 0 0 0.6 0.2 110 50 0 45 2 20 -30
P23 25x30 514.50 510.00 27.0 19.2 0 0 0.2 0.4 110 110 0 50 4 20 -35
P24 20x30 295.00 210.00 10.8 7.5 0 0 0.1 0.1 110 50 0 45 2 20 -30
R1 15x24 610.25 2568.00 1.6 -0.2 0 0 0.2 0.1 50 50 0 50 1 20 -35
R2 15x24 866.80 2572.50 2.0 0.9 0 0 0.5 0.1 50 50 0 50 1 20 -35
R3 15x24 610.30 2427.00 0.8 0.6 0 0 0.1 0.1 50 50 0 50 1 20 -35
R4 15x24 862.30 2427.00 0.8 0.5 0 0 0.1 0.1 50 50 0 50 1 20 -35
R5 15x24 1187.50 2338.00 2.3 2.0 0 0 0.1 0.2 50 50 0 50 1 20 -35
R6 15x24 1187.50 2118.04 1.8 1.4 0 0 0.1 0.2 50 50 0 50 1 20 -35
R7 15x24 1187.50 1918.00 2.4 1.6 0 0 0.1 0.2 50 50 0 50 1 20 -35
R8 15x24 908.80 1725.50 0.8 -0.3 0 0 0.4 0.1 50 50 0 50 1 20 -35
R9 15x24 1187.50 1515.00 2.4 1.7 0 0 0.1 0.2 50 50 0 50 1 20 -35
R10 15x24 492.25 1381.00 1.5 0.9 0 0 0.1 0.5 50 50 0 50 1 20 -35
R11 15x24 1187.50 1315.00 1.8 1.5 0 0 0.1 0.2 50 50 0 50 1 20 -35
R12 15x24 1187.50 874.97 2.3 2.0 0 0 0.1 0.2 50 50 0 50 1 20 -35
R13 15x24 519.50 788.00 1.3 0.8 0 0 0.1 0.4 50 50 0 50 1 20 -35
R14 15x24 1187.50 440.00 2.6 2.3 0 0 0.1 0.2 50 50 0 50 1 20 -35
R15 15x24 1010.00 327.50 1.1 0.8 0 0 0.3 0.1 50 50 0 50 1 20 -35
R16 15x24 1187.50 12.00 1.7 0.7 0 0 0.3 0.3 50 50 0 50 1 20 -35
Locação no eixo X
Coordenadas Nome
(cm)
-0.20
P7, P13
50.00
F21, F26
245.05 CP26
294.75 P15
294.80 P14
295.00 P24
297.50 P22
299.80 P8
492.25 R10
507.25 P16
514.50 P23
519.50
R13, CP27, F27
602.80
P9, P10
610.25 R1
610.30 R3
728.80
P1, P3, P5, P11
862.30 R4
866.80 R2
908.80 R8
969.80 P4
990.50
CP28, F28
995.50 P19
1005.50 P17
1010.00 R15
1128.00
P2, P6, P12
1165.50
F18, F20, F25
1187.50
R5, R6, R7, R9, R11, R12, R14, R16
Locação no eixo Y
Coordenadas Nome
(cm)
2572.50 R2
2568.00 R1
2567.50
P1, P2
2427.00
R3, R4
2410.00
P3, P4
2338.00 R5
2118.04 R6
2087.50
P5, P6
1918.00 R7
1865.00
P8, P9
1860.00 P7
1730.50
P10, P11, P12
1725.50 R8
1595.00
P13, P14
1515.00 R9
1381.00 R10
1315.00 R11
1115.00
P15, P16, P17, F18
874.97 R12
788.00 R13
655.00
P19, F20
510.00
P22, P23
495.00 F21
440.00 R14
327.50 R15
210.00
P24, CP27, CP28, F25
55.00
F27, F28
15.00
F26, CP26
12.00 R16
LOCAÇÃO DAS ESTACAS
Bloco Estacas Diâmetro Coordenada X Coordenada Y CA
(cm) (cm) (cm) (cm)
B1
E1-1
E1-2
20
728.80
728.80
2597.50
2537.50
-30
B2
E2-1
E2-2
20
1128.00
1128.00
2597.50
2537.50
-30
B3
E3-1
E3-2
20
728.80
728.80
2440.00
2380.00
-30
B4
E4-1
E4-2
20
969.80
969.80
2440.00
2380.00
-30
B5
E5-1
E5-2
20
728.80
728.80
2117.50
2057.50
-30
B6
E6-1
E6-2
E6-3
E6-4
20
1098.00
1158.00
1098.00
1158.00
2117.50
2117.50
2057.50
2057.50
-35
B7 E7-1 20 -0.20 1860.00 -30
B8
E8-1
E8-2
20
299.80
299.80
1895.00
1835.00
-30
B9
E9-1
E9-2
20
602.80
602.80
1895.00
1835.00
-30
B10
E10-1
E10-2
E10-3
E10-4
20
572.80
632.80
572.80
632.80
1760.50
1760.50
1700.50
1700.50
-35
B11
E11-1
E11-2
E11-3
E11-4
20
698.80
758.80
698.80
758.80
1760.50
1760.50
1700.50
1700.50
-35
B12
E12-1
E12-2
E12-3
E12-4
20
1098.00
1158.00
1098.00
1158.00
1760.50
1760.50
1700.50
1700.50
-35
B13 E13-1 20 -0.20 1595.00 -30
B14
E14-1
E14-2
E14-3
E14-4
20
264.80
324.80
264.80
324.80
1625.00
1625.00
1565.00
1565.00
-35
B15
E15-1
E15-2
20
264.75
324.75
1115.00
1115.00
-30
B16
E16-1
E16-2
E16-3
E16-4
20
477.25
537.25
477.25
537.25
1145.00
1145.00
1085.00
1085.00
-30
B17
E17-1
E17-2
E17-3
E17-4
20
975.50
1035.50
975.50
1035.50
1145.00
1145.00
1085.00
1085.00
-30
B19
E19-1
E19-2
E19-3
E19-4
20
965.50
1025.50
965.50
1025.50
685.00
685.00
625.00
625.00
-35
B22
E22-1
E22-2
20
267.50
327.50
510.00
510.00
-30
B23
E23-1
E23-2
E23-3
E23-4
20
484.50
544.50
484.50
544.50
540.00
540.00
480.00
480.00
-35
B24
E24-1
E24-2
20
265.00
325.00
210.00
210.00
-30
BCP26
E26-1
E26-2
20
215.05
275.05
15.00
15.00
-30
BCP27
E27-1
E27-2
E27-3
E27-4
20
489.50
549.50
489.50
549.50
240.00
240.00
180.00
180.00
-35
BCP28
E28-1
E28-2
E28-3
E28-4
E28-5
20
948.07
1032.93
990.50
948.07
1032.93
252.43
252.43
210.00
167.57
167.57
-50
BF18
E18-1
E18-2
E18-3
E18-4
20
1135.50
1195.50
1135.50
1195.50
1145.00
1145.00
1085.00
1085.00
-35
BF20
E20-1
E20-2
20
1135.50
1195.50
655.00
655.00
-30
BF21
E21-1
E21-2
20
20.00
80.00
495.00
495.00
-30
BF25
E25-1
E25-2
20
1135.50
1195.50
210.00
210.00
-30
BF26
E26-1
E26-2
20
20.00
80.00
15.00
15.00
-30
BF27
E27-1
E27-2
E27-3
E27-4
20
489.50
549.50
489.50
549.50
85.00
85.00
25.00
25.00
-35
BF28
E28-1
E28-2
E28-3
E28-4
20
960.50
1020.50
960.50
1020.50
85.00
85.00
25.00
25.00
-35
BR1 E1-1 20 610.25 2568.00 -35
BR2 E2-1 20 866.80 2572.50 -35
BR3 E3-1 20 610.30 2427.00 -35
BR4 E4-1 20 862.30 2427.00 -35
BR5 E5-1 20 1187.50 2338.00 -35
BR6 E6-1 20 1187.50 2118.04 -35
BR7 E7-1 20 1187.50 1918.00 -35
BR8 E8-1 20 908.80 1725.50 -35
BR9 E9-1 20 1187.50 1515.00 -35
BR10 E10-1 20 492.25 1381.00 -35
BR11 E11-1 20 1187.50 1315.00 -35
BR12 E12-1 20 1187.50 874.97 -35
BR13 E13-1 20 519.50 788.00 -35
BR14 E14-1 20 1187.50 440.00 -35
BR15 E15-1 20 1010.00 327.50 -35
BR16 E16-1 20 1187.50 12.00 -35
Estacas
Simbologiade
Quantidade
(cm)
20 105
ha
hb
ca
My
Fy
Fx
Mx
ES
C 1:25
ca
ESC 1:25
ESTACA
4 ø8.0 C=1,6
10 ø5.0 C/ C=60
14
14
-300
ø
E27-1 E27-2
E27-3 E27-4
E28-1 E28-2
E28-3 E28-4
E26-1 E26-2
E21-1 E21-2
E23-1 E23-2
E23-3 E23-4
E19-1 E19-2
E19-3 E19-4
E20-1 E20-2
E14-1
E16-1 E16-2
E16-3 E16-4
E18-1 E18-2
E18-3 E18-4
E17-1 E17-2
E17-3 E17-4
E11-1
E14-1 E14-2
E14-3 E14-4
E12-1 E12-2
E12-3 E12-4
E10-1 E10-2
E10-3 E10-4
E11-1 E11-2
E11-3 E11-4
E6-1 E6-2
E6-3 E6-4
4ø20
hb = 50 cm
ha = 0 cm
25x30 cm
P6
30
20
ESC 1:20
0
VAR
TÉRREO - L1
ES
C 1
:2
5
P7=P13
VA
R
3 N
1 c/1
2
50
50
30
45
CA : -30
0
N2
6 N3 c/5
ESC 1:25
PLANTA
1ø20
B7=B13
ESC 1:25
CORTE
4 N19 ø10.0 C=VAR
20
VA
R3
8
3 N1 ø5.0 C=88
14
24
2 N2 ø5.0 C=182
61
24
6 N3 ø5.0 c/5 C=188
44
44
45
30
ESC 1:20
0
VAR
TÉRREO - L1
ES
C 1
:2
5
P16=P17
VA
R
3 N
4 c/1
2
6 N5 ø5.0 C=39
30 30
30
30
110
11
0
30
45
CA : -30
0
N
1
7
N
1
7
N6
N6
5 N7 c/6
N8
N9
ESC 1:25
PLANTA
4ø20
B16=B17
ESC 1:25
CORTE
8 N19 ø10.0 C=VAR
20
VA
R3
8
3 N4 ø5.0 C=138
24
39
N5
6 N6 ø5.0 c/20 C=149
24
103
24
6 N6 ø5.0 c/20 C=149
24
10
3
24
2x5 N17 ø8.0 c/4 C=VAR
24
VAR
24
5 N7 ø5.0 c/6 C=428
104
104
6 N8 ø5.0 c/17 C=113
6
103
6
6 N9 ø5.0 c/17 C=114
6
104
6
30
30
ESC 1:20
0
VAR
TÉRREO - L1
ES
C 1
:2
5
CP28
VA
R
5 N
10
c/1
2
5 N5 ø5.0 C=39
5 N5 ø5.0 C=39
42.4 42.4
42
.4
42
.4
134.9
13
4.9
50
65
CA : -50
0
N
1
8
N
1
8
N11
N11
5 N12 c/11
N13
N14
ESC 1:25
PLANTA
5ø20
BCP28
ESC 1:25
CORTE
8 N20 ø10.0 C=VAR
20
VA
R
5 N10 ø5.0 C=108
24
24
N5
N5
7 N11 ø5.0 c/20 C=198
36
128
36
7 N11 ø5.0 c/20 C=198
36
12
8
36
2x4 N18 ø8.0 c/6 C=VAR
44
VAR
44
5 N12 ø5.0 c/11 C=528
129
129
7 N13 ø5.0 c/18 C=138
6
128
6
7 N14 ø5.0 c/18 C=139
6
129
6
24
15
ESC 1:20
0
VAR
TÉRREO - L1
ES
C 1
:2
5
=R13=R14=R15=R16
R1=R2=R3=R4=R5=R6=R7=R8=R9=R10=R11=R12
VA
R
3 N
15
c/1
2
50
50
35
50
CA : -35
0
N16
5 N3 c/7
ESC 1:25
PLANTA
1ø20
=BR11=BR12=BR13=BR14=BR15=BR16
BR1=BR2=BR3=BR4=BR5=BR6=BR7=BR8=BR9=BR10
ESC 1:25
CORTE
4 N21 ø10.0 C=VAR
20
VA
R
3 N15 ø5.0 C=66
9
18
2 N16 ø5.0 C=192
61
29
5 N3 ø5.0 c/7 C=188
44
44
Relação do aço
2xB13 2xB17 BCP28
16xBR16
AÇO N DIAMQ
UNIT
(cm)
C.TOTAL
(cm)
CA60 1 5.0 6 88 528
2 5.0 4 182 728
3 5.0 92 188 17296
4 5.0 6 138 828
5 5.0 22 39 858
6 5.0 24 149 3576
7 5.0 10 428 4280
8 5.0 12 113 1356
9 5.0 12 114 1368
10 5.0 5 108 540
11 5.0 14 198 2772
12 5.0 5 528 2640
13 5.0 7 138 966
14 5.0 7 139 973
15 5.0 48 66 3168
16 5.0 32 192 6144
CA50 17 8.0 20 VAR VAR
18 8.0 8 VAR VAR
19 10.0 24 VAR VAR
20 10.0 8 VAR VAR
21 10.0 64 VAR VAR
Resumo do aço
AÇO DIAM C.TOTAL
(m)
PESO + 10 %
(kg)
CA50
CA60
8.0
10.0
5.0
46.4
57.9
480.3
20.1
39.2
81.4
PESO TOTAL
CA50
CA60
59.3
81.4
Vol. de concreto total (C-25) = 4.71 m³
Área de forma total = 31.73 m²
30
30
ESC 1:20
0
VAR
TÉRREO - L1
ES
C 1
:2
5
CP27
VA
R
3 N
1 c/1
2
30
15
ESC 1:20
0
VAR
TÉRREO - L1
ES
C 1
:2
5
F18
VA
R
3 N
2 c/1
2
30
20
ESC 1:20
0
VAR
TÉRREO - L1
ES
C 1
:2
5
F27=F28
VA
R
2x3
N
3 c/1
2
30
25
ESC 1:20
0
VAR
TÉRREO - L1
ES
C 1
:2
5
P6=P10=P11=P12=P19=P23
VA
R
6x3
N
4 c/1
2
30
20
ESC 1:20
0
VAR
TÉRREO - L1
ES
C 1
:2
5
P14
VA
R
3 N
3 c/1
2
4 N10 ø10.0 C=VAR
20
VA
R
3 N1 ø5.0 C=108
24
24
4 N10 ø10.0 C=VAR
20
VA
R
3 N2 ø5.0 C=78
9
24
2x4 N10 ø10.0 C=VAR
20
VA
R
2x3 N3 ø5.0 C=88
14
24
6x4 N11 ø10.0 C=VAR
20
VA
R3
8
6x3 N4 ø5.0 C=98
19
24
4 N11 ø10.0 C=VAR
20
VA
R3
8
3 N3 ø5.0 C=88
14
24
Relação do aço
B23
AÇO N DIAMQ
UNIT
(cm)
C.TOTAL
(cm)
CA60 1 5.0 3 108 324
2 5.0 3 78 234
3 5.0 9 88 792
4 5.0 18 98 1764
5 5.0 132 159 20988
6 5.0 55 428 23540
7 5.0 66 113 7458
8 5.0 66 114 7524
CA50 9 8.0 110 VAR VAR
10 10.0 16 VAR VAR
11 10.0 28 VAR VAR
Resumo do aço
AÇO DIAM C.TOTAL
(m)
PESO + 10 %
(kg)
CA50
CA60
8.0
10.0
5.0
172.7
33.5
626.3
75
22.7
106.2
PESO TOTAL
CA50
CA60
97.7
106.2
Vol. de concreto total (C-25) = 6.72 m³
Área de forma total = 28.3 m²
30 30
30
30
110
11
0
35
50
CA : -35
0
N
9
N
9
N5
N5
11x5 N6 c/7
N7
N8
ESC 1:25
PLANTA
4ø20
=BF27=BF28
B6=B10=B11=B12=B14=B19=B23=BCP27=BF18
ESC 1:25
CORTE
11x6 N5 ø5.0 c/20 C=159
29
103
29
11x6 N5 ø5.0 c/20 C=159
29
10
3
29
22x5 N9 ø8.0 c/4 C=VAR
29
VAR
29
11x5 N6 ø5.0 c/7 C=428
104
104
11x6 N7 ø5.0 c/17 C=113
6
103
6
11x6 N8 ø5.0 c/17 C=114
6
104
6
30
30
ESC 1:20
0
VAR
TÉRREO - L1
ES
C 1
:2
5
CP26
VA
R
3 N
1 c/1
2
30
15
ESC 1:20
0
VAR
TÉRREO - L1
ES
C 1
:2
5
F20=F25
VA
R
2x3
N
2 c/1
2
30
20
ESC 1:20
0
VAR
TÉRREO - L1
ES
C 1
:2
5
F21=F26
VA
R
2x3
N
3 c/1
2
30
25
ESC 1:20
0
VAR
TÉRREO - L1
ES
C 1
:2
5
P1=P2=P5=P22
VA
R
4x3
N
4 c/1
2
30
20
ESC 1:20
0
VAR
TÉRREO - L1
ES
C 1
:2
5
P3=P4=P8=P9=P15=P24
VA
R
6x3
N
3 c/1
2
4 N12 ø12.5 C=VAR
20
VA
R
3 N1 ø5.0 C=108
24
24
2x4 N10 ø10.0 C=VAR
20
VA
R
2x3 N2 ø5.0 C=78
9
24
2x4 N10 ø10.0 C=VAR
20
VA
R
2x3 N3 ø5.0 C=88
14
24
4x4 N11 ø10.0 C=VAR
20
VA
R3
8
4x3 N4 ø5.0 C=98
19
24
6x4 N11 ø10.0 C=VAR
20
VA
R3
8
6x3 N3 ø5.0 C=88
14
24
Relação do aço
BF26
AÇO N DIAMQ
UNIT
(cm)
C.TOTAL
(cm)
CA60 1 5.0 3 108 324
2 5.0 6 78 468
3 5.0 24 88 2112
4 5.0 12 98 1176
5 5.0 30 149 4470
6 5.0 75 146 10950
7 5.0 75 308 23100
8 5.0 60 113 6780
CA50 9 8.0 60 147 8820
10 10.0 16 VAR VAR
11 10.0 40 VAR VAR
12 12.5 4 VAR VAR
Resumo do aço
AÇO DIAM C.TOTAL
(m)
PESO + 10 %
(kg)
CA50
CA60
8.0
10.0
12.5
5.0
88.2
41.6
1.8
493.8
38.3
28.2
1.9
83.7
PESO TOTAL
CA50
CA60
68.4
83.7
Vol. de concreto total (C-25) = 3.86 m³
Área de forma total = 26.22 m²
30 30
110
50
30
45
CA : -30
0
N9
N5
N5
N6
15x5 N7 c/6
N8
ESC 1:25
PLANTA
2ø20
=BF20=BF21=BF25=BF26
B1=B2=B3=B4=B5=B8=B9=B15=B22=B24=BCP26
ESC 1:25
CORTE
15x2 N5 ø5.0 c/12 C=149
24
103
24
15x4 N9 ø8.0 c/6 C=147
24
103
24
15x5 N6 ø5.0 c/25 C=146
43
24
15x5 N7 ø5.0 c/6 C=308
104
44
15x4 N8 ø5.0 c/10 C=113
6
103
6
R1 P1 R2 V121 P2 V123
15 96.1
15 x 30
30 111
15 x 30
24 234.2
15 x 30
30 52
15 x 30
0
30
(1c)
(1c)
(1c)
ESC 1:50
V101
A
A
SEÇÃO A-A
ESC 1:25
30
15
237.1
16 N1 c/15
234.2
16 N1 c/15
52
4 N1 c/15
1 N11 ø8.0 C=198
2 N12 ø8.0 C=602
10
586
10
2 N13 ø8.0 C=626
20 586
24
36 N1 ø5.0 C=78
9
24
P7 P8
20 275
15 x 30
30
0
(1c)
(1c)
ESC 1:50
V102
A
A
SEÇÃO A-A
ESC 1:25
30
15
275
19 N1 c/15
2 N14 ø8.0 C=319
2 N15 ø8.0 C=327
10
319
19 N1 ø5.0 C=78
9
24
P10 P11 R8
88.1
15 x 30
30 96
15 x 30
30 153
15 x 30
24
0
(1c)
(1c)
(1c)
(1c)
55
(1c)
ESC 1:50
V103
A
A
SEÇÃO A-A
ESC 1:25
30
15
88.1
6 N1 c/15
96
7 N1 c/15
153
11 N1 c/15
2 N16 ø8.0 C=138
2 N75 ø10.0 C=201
2 N17 ø8.0 C=227
1 N18 ø8.0 C=236
2 N19 ø8.0 C=455
24
415 20
24 N1 ø5.0 C=78
9
24
P12 V123
30 52
15 x 30
0
(1c)
(1c)
(1c)
ESC 1:50
V104
A
A
SEÇÃO A-A
ESC 1:25
30
15
52
4 N1 c/15
2 N20 ø8.0 C=84
76
10
1 N21 ø8.0 C=98
76
24
2 N21 ø8.0 C=98
76
24
4 N1 ø5.0 C=78
9
24
P13 P14
20 275
15 x 30
20
0
(1c)
(1c)
ESC 1:50
V105
A
A
SEÇÃO A-A
ESC 1:25
30
15
275
19 N1 c/15
2 N22 ø8.0 C=309
2 N23 ø8.0 C=325
10
309
10
19 N1 ø5.0 C=78
9
24
P17 F18V123
P18
45 130
30 x 40
15 47
30 x 40
Espera P18
47
2x3 N3 c/21
0
(2c)
(1c)
(1c)
(1c)
(1c)
(1c)
ESC 1:50
V106
A
A
SEÇÃO A-A
ESC 1:25
40
30B
B
SEÇÃO B-B
ESC 1:25
40
30
130
10 N2 c/13
ESPERA P18
ESC 1:25
37
2 N7 ø6.3 C=151
66
23
1 N24 ø8.0 C=119
10
111
1 N25 ø8.0 C=123
10
115
3 N26 ø8.0 C=190
10
182
4 N27 ø8.0 C=247
10
231
10
3 N28 ø8.0 C=204
172
34
4 N29 ø8.0 C=263
231
34
10 N2 ø5.0 C=128
24
34
2x3 N3 ø5.0 C=112
16
34
4 N76 ø10.0 C=96
20
78
4 N4 ø5.0 c/12 C=98
19
24
P19 F20V123
P20
25 150
30 x 40
15 47
30 x 40
Espera P20
47
2x3 N3 c/19
0
(1c)
(1c)
(1c)
(1c)
ESC 1:50
V107
A
A
SEÇÃO A-A
ESC 1:25
40
30B
B
SEÇÃO B-B
ESC 1:25
40
30
150
12 N2 c/13
ESPERA P20
ESC 1:25
37
1 N30 ø8.0 C=88
10
80
1 N31 ø8.0 C=62
54
10
3 N27 ø8.0 C=247
10
231
10
4 N77 ø10.0 C=272
12
231
34
12 N2 ø5.0 C=128
24
34
2x3 N3 ø5.0 C=112
16
34
4 N76 ø10.0 C=96
20
78
4 N4 ø5.0 c/12 C=98
19
24
P21
F21 V114 P22
40
30 x 40
20 225
30 x 40
25
Espera P21
0
(1c)155 (1c)
(1c)
(1c)
ESC 1:50
V108
A
A
SEÇÃO A-A
ESC 1:25
40
30
40
4 N2 c/13
250
20 N2 c/13
ESPERA P21
ESC 1:25
37
1 N8 ø6.3 C=111
46
23
2 N32 ø8.0 C=85
10
77
2 N33 ø8.0 C=110
102
10
2 N34 ø8.0 C=320
10
304
10
4 N35 ø8.0 C=344
34
304
10
24 N2 ø5.0 C=128
24
34
4 N76 ø10.0 C=96
20
78
4 N4 ø5.0 c/12 C=98
19
24
P22 P23
25 192
15 x 30
25
0
(1c)
(1c)
ESC 1:50
V109
A
A
SEÇÃO A-A
ESC 1:25
30
15
192
13 N1 c/15
2 N18 ø8.0 C=236
2 N36 ø8.0 C=252
10
236
10
13 N1 ø5.0 C=78
9
24
R15 V123
24 173
15 x 30
0
(1c)
(1c)
ESC 1:50
V110
A
A
SEÇÃO A-A
ESC 1:25
30
15
158
11 N1 c/15
2 N37 ø8.0 C=191
2 N38 ø8.0 C=227
20 191 20
11 N1 ø5.0 C=78
9
24
P24 CP27 CP28 F25V123
P25
20 199.5
30 x 40
30 441
30 x 40
30 152.5
30 x 40
15 47
30 x 40
Espera P25
47
2x3 N3 c/18
0
(1c)
100(1c)
(1c)
(1c) (1c)
(1c)
(1c)
(1c)
(1c)
(1c)
(1c)
(1c)
ESC 1:50
V111
A
A
SEÇÃO A-A
ESC 1:25
40
30B
B
SEÇÃO B-B
ESC 1:25
40
30
199.5
16 N2 c/13
441
34 N2 c/13
152.5
12 N2 c/13
ESPERA P25
ESC 1:25
37
2 N9 ø6.3 C=101
41
23
2 N39 ø8.0 C=115
10
107
2 N40 ø8.0 c/30 C=276 2 N41 ø8.0 C=100 2 N31 ø8.0 C=62
54
10
2 N42 ø8.0 C=945
10
929
10
1 N43 ø8.0 C=377
27
352
1 N44 ø8.0 C=357
27
332
2 N45 ø8.0 C=189
157
34
1 N46 ø8.0 C=339
307
34
1 N47 ø8.0 C=359
327
34
2 N48 ø8.0 C=986
27
929
34
62 N2 ø5.0 C=128
24
34
2x3 N3 ø5.0 C=112
16
34
4 N76 ø10.0 C=96
20
78
4 N4 ø5.0 c/12 C=98
19
24
P26
F26 CP26
40
30 x 40
20 170.1
30 x 40
30
Espera P26
40
2x2 N3 c/21
0
(1c)120 (1c)
(1c)
(1c)
(1c)
ESC 1:50
V112
A
A
SEÇÃO A-A
ESC 1:25
40
30B
B
SEÇÃO B-B
ESC 1:25
40
30
200.1
16 N2 c/13
ESPERA P26
ESC 1:25
37
2 N49 ø8.0 C=55
10
47
2 N50 ø8.0 C=95
87
10
2 N51 ø8.0 C=270
10
254
10
2 N52 ø8.0 C=179
34
147
4 N53 ø8.0 C=318
34
254
34
2x2 N3 ø5.0 C=112
16
34
16 N2 ø5.0 C=128
24
34
4 N76 ø10.0 C=96
20
78
4 N4 ø5.0 c/12 C=98
19
24
V122 R16
204.5
15 x 30
15
0
(1c)
(1c)
ESC 1:50
V113
A
A
SEÇÃO A-A
ESC 1:25
30
15
30
5 N78 c/6
144.5
10 N1 c/15
2 N54 ø8.0 C=230
10
214
10
2 N55 ø8.0 C=250
20 214 20
5 N78 ø10.0 C=79
9
24
10 N1 ø5.0 C=78
CP26 V108
30 480
30 x 30
0
115(1c)
(1c)
(1c) (1c)
(1c)
ESC 1:50
V114
A
A
SEÇÃO A-A
ESC 1:25
30
30
450
35 N5 c/13
1 N10 ø6.3 C=121
51
23
1 N56 ø8.0 C=310
2 N57 ø8.0 C=512
504
10
1 N58 ø8.0 C=137
27
112
1 N59 ø8.0 C=104
82
24
2 N60 ø8.0 C=551
27
504
24
35 N5 ø5.0 C=108
24
24
P16 R10
30 239
15 x 30
24
0
(1c)
(1c)
ESC 1:50
V115
A
A
SEÇÃO A-A
ESC 1:25
30
15
239
16 N1 c/15
2 N61 ø8.0 C=287
2 N62 ø8.0 C=310
287
25
16 N1 ø5.0 C=78
9
24
P23 R13
30 251
15 x 30
24
0
(1c)
(1c)
(1c)
ESC 1:50
V116
A
A
SEÇÃO A-A
ESC 1:25
30
15
251
17 N1 c/15
2 N63 ø8.0 C=299
1 N64 ø8.0 C=147
2 N65 ø8.0 C=317
299 20
17 N1 ø5.0 C=78
9
24
P27
F27
CP27
45
30 x 50
20 130
30 x 30
30
0
(1c) (1c)
(2c)
(1c)
(1c)
(1c)
ESC 1:50
V117
A
A
SEÇÃO A-A
ESC 1:25
50
30
B
B
SEÇÃO B-B
ESC 1:25
30
30
45
8 N6 c/6
130
10 N5 c/13
3 N79 ø10.0 C=74
10
59
10
2 N80 ø10.0 C=177
167
12
2 N66 ø8.0 C=171
44
129
1 N67 ø8.0 C=174
44
132
3 N68 ø8.0 C=234
44
192
3 N69 ø8.0 C=286
44
219
27
8 N6 ø5.0 C=148
24
44
10 N5 ø5.0 C=108
24
24
R3 R1
24 117
15 x 30
24
0
(1c)
(1c)
ESC 1:50
V118
A
A
SEÇÃO A-A
ESC 1:25
30
15
117
8 N1 c/15
2 N70 ø8.0 C=159
2 N71 ø8.0 C=195
20 159 20
8 N1 ø5.0 C=78
9
24
P3 P1
20 135
15 x 30
25
0
(1c)
(1c)
ESC 1:50
V119
A
A
SEÇÃO A-A
ESC 1:25
30
15
135
9 N1 c/15
2 N72 ø8.0 C=174
2 N73 ø8.0 C=182
10
174
9 N1 ø5.0 C=78
9
24
R4 R2
24 126
15 x 30
15
0
(1c)
(1c)
ESC 1:50
V120
A
A
SEÇÃO A-A
ESC 1:25
30
15
126
9 N1 c/15
2 N70 ø8.0 C=159
2 N71 ø8.0 C=195
20 159 20
9 N1 ø5.0 C=78
9
24
P4 V101
20 160
15 x 30
0
(1c)
(1c)
ESC 1:50
V121
A
A
SEÇÃO A-A
ESC 1:25
30
15
145
10 N1 c/15
2 N72 ø8.0 C=174
2 N74 ø8.0 C=200
10
174 20
10 N1 ø5.0 C=78
9
24
Relação do aço
V101 V102 V103
V104 V105 V106
V107 V108 V109
V110 V111 V112
V113 V114 V115
V116 V117 V118
V119 V120 V121
AÇO N DIAMQ
UNIT
(cm)
C.TOTAL
(cm)
CA60 1 5.0 205 78 15990
2 5.0 124 128 15872
3 5.0 22 112 2464
4 5.0 20 98 1960
5 5.0 45 108 4860
6 5.0 8 148 1184
CA50 7 6.3 2 151 302
8 6.3 1 111 111
9 6.3 2 101 202
10 6.3 1 121 121
11 8.0 1 198 198
12 8.0 2 602 1204
13 8.0 2 626 1252
14 8.0 2 319 638
15 8.0 2 327 654
16 8.0 2 138 276
17 8.0 2 227 454
18 8.0 3 236 708
19 8.0 2 455 910
20 8.0 2 84 168
21 8.0 3 98 294
22 8.0 2 309 618
23 8.0 2 325 650
24 8.0 1 119 119
25 8.0 1 123 123
26 8.0 3 190 570
27 8.0 7 247 1729
28 8.0 3 204 612
29 8.0 4 263 1052
30 8.0 1 88 88
31 8.0 3 62 186
32 8.0 2 85 170
33 8.0 2 110 220
34 8.0 2 320 640
35 8.0 4 344 1376
36 8.0 2 252 504
37 8.0 2 191 382
38 8.0 2 227 454
39 8.0 2 115 230
40 8.0 2 276 552
41 8.0 2 100 200
42 8.0 2 945 1890
43 8.0 1 377 377
44 8.0 1 357 357
45 8.0 2 189 378
46 8.0 1 339 339
47 8.0 1 359 359
48 8.0 2 986 1972
49 8.0 2 55 110
50 8.0 2 95 190
51 8.0 2 270 540
52 8.0 2 179 358
53 8.0 4 318 1272
54 8.0 2 230 460
55 8.0 2 250 500
56 8.0 1 310 310
57 8.0 2 512 1024
58 8.0 1 137 137
59 8.0 1 104 104
60 8.0 2 551 1102
61 8.0 2 287 574
62 8.0 2 310 620
63 8.0 2 299 598
64 8.0 1 147 147
65 8.0 2 317 634
66 8.0 2 171 342
67 8.0 1 174 174
68 8.0 3 234 702
69 8.0 3 286 858
70 8.0 4 159 636
71 8.0 4 195 780
72 8.0 4 174 696
73 8.0 2 182 364
74 8.0 2 200 400
75 10.0 2 201 402
76 10.0 20 96 1920
77 10.0 4 272 1088
78 10.0 5 79 395
79 10.0 3 74 222
80 10.0 2 177 354
Resumo do aço
AÇODIAM C.TOTAL
(m)
PESO + 10 %
(kg)
CA50
CA60
6.3
8.0
10.0
5.0
7.4
365.4
43.9
423.3
2
158.6
29.7
71.8
PESO TOTAL
CA50
CA60
190.3
71.8
Vol. de concreto total (C-25) = 4.73 m³
Área de forma total = 56.22 m²
ESPERA P27
ESC 1:25
47
6 N70 ø 16,0 C=114
20
97
Espera P27
6 N3 ø5.0 C=50
N3
6 N4 ø5.0 c/9 C=152
35
35
V113 F28
CP28
45
30 x 50
20 130
30 x 30
30
Espera P28
0
(1c)
(1c)
(1c)
ESC 1:50
V122
A
A
SEÇÃO A-A
ESC 1:25
50
30
B
B
SEÇÃO B-B
ESC 1:25
30
30
45
9 N1 c/5
160
13 N2 c/13
ESPERA P28
ESC 1:25
12 N3 ø5.0 C=50
47
10
59
10
167
10
1 N15 ø16.0 C=217
44
177
2 N16 ø16.0 C=280
44
219
24
9 N1 ø5.0 C=148
24
44
13 N2 ø5.0 C=108
24
24
8 N14 ø12.5 C=114
20
97
N3
6 N4 ø5.0 c/9 C=152
35
35
Relação do aço
V122 V123
AÇO N DIAMQ
UNIT
(cm)
C.TOTAL
(cm)
CA60 1 5.0 9 148 1332
2 5.0 13 108 1404
3 5.0 12 50 600
4 5.0 6 152 912
5 5.0 157 78 12246
CA50 6 8.0 2 1142 2284
7 8.0 2 996 1992
8 8.0 2 457 914
9 8.0 2 1198 2396
10 8.0 2 1200 2400
11 8.0 2 330 660
12 10.0 3 74 222
13 10.0 3 175 525
14 12.5 8 114 912
15 16.0 1 217 217
16 16.0 2 280 560
Resumo do aço
AÇO DIAM C.TOTAL
(m)
PESO + 10 %
(kg)
CA50
CA60
8.0
10.0
12.5
16.0
5.0
106.5
7.5
9.2
7.8
165
46.2
5.1
9.7
13.5
28
PESO TOTAL
CA50
CA60
74.4
28
Vol. de concreto total (C-25) = 1.4 m³
Área de forma total = 21.6 m²
R16 V111 V110 R14 V107 R12 V106 R11 R9 V104 R7 R6 R5 V101
24 186
15 x 30
218
15 x 30
24 203
15 x 30
208
15 x 30
24 228
15 x 30
188
15 x 30
24 176
15 x 30
24 198.5
15 x 30
180.5
15 x 30
24 176
15 x 30
24 196
15 x 30
24 230
15 x 30
0
(1c)5
(1c) 2 (1c)
(1c)
59
(1c)
59
(1c)
ESC 1:50
V123
A
A
SEÇÃO A-A
ESC 1:25
30
15
171
12 N5 c/15
203
14 N5 c/15
188
13 N5 c/15
193
13 N5 c/15
213
15 N5 c/15
173
12 N5 c/15
176
12 N5 c/15
191
13 N5 c/15
173
12 N5 c/15
176
12 N5 c/15
196
14 N5 c/15
215
15 N5 c/15
2 N6 ø8.0 C=1142 2 N7 ø8.0 C=996 2 N8 ø8.0 C=457
2 N9 ø8.0 C=1198
20 1180
2 N10 ø8.0 C=1200
2 N11 ø8.0 C=330
312 20
157 N5 ø5.0 C=78
9
24
(1c)
3 N12 ø10.0 C=74
3 N13 ø10.0 C=175
30
30
ESC 1:20
0
VAR
TÉRREO - L1
ES
C 1
:2
5
CP26
VA
R
3 N
1 c/1
2
4 N21 ø12.5 C=VAR
20
VA
R
3 N1 ø5.0 C=108
24
24
30
30
ESC 1:20
0
VAR
TÉRREO - L1
ES
C 1
:2
5
CP27
VA
R
3 N
1 c/1
2
4 N13 ø10.0 C=VAR
20
VA
R
3 N1 ø5.0 C=108
24
24
30
30
ESC 1:20
0
VAR
TÉRREO - L1
ES
C 1
:2
5
CP28
VA
R
5 N
1 c/1
2
5 N2 ø5.0 C=39
5 N2 ø5.0 C=39
8 N14 ø10.0 C=VAR
20
VA
R
5 N1 ø5.0 C=108
24
24
N2
N2
30
15
ESC 1:20
0
VAR
TÉRREO - L1
ES
C 1
:2
5
F18
VA
R
3 N
3 c/1
2
4 N13 ø10.0 C=VAR
20
VA
R
3 N3 ø5.0 C=78
9
24
30
15
ESC 1:20
0
VAR
TÉRREO - L1
ES
C 1
:2
5
F20=F25
VA
R
3 N
3 c/1
2
4 N15 ø10.0 C=VAR
20
VA
R
3 N3 ø5.0 C=78
9
24
30
20
ESC 1:20
0
VAR
TÉRREO - L1
ES
C 1
:2
5
F21=F26
VA
R
3 N
4 c/1
2
4 N15 ø10.0 C=VAR
20
VA
R
3 N4 ø5.0 C=88
14
24
30
20
ESC 1:20
0
VAR
TÉRREO - L1
ES
C 1
:2
5
F27=F28
VA
R
3 N
4 c/1
2
4 N13 ø10.0 C=VAR
20
VA
R
3 N4 ø5.0 C=88
14
24
30
25
ESC 1:20
0
VAR
TÉRREO - L1
ES
C 1
:2
5
P1=P2=P5=P22
VA
R
3 N
5 c/1
2
4 N16 ø10.0 C=VAR
20
VA
R3
8
3 N5 ø5.0 C=98
19
24
30
20
ESC 1:20
0
VAR
TÉRREO - L1
ES
C 1
:2
5
P3=P4=P7=P8=P9=P13=P15=P24
VA
R
3 N
4 c/1
2
4 N16 ø10.0 C=VAR
20
VA
R3
8
3 N4 ø5.0 C=88
14
24
30
25
ESC 1:20
0
VAR
TÉRREO - L1
ES
C 1
:2
5
P6=P10=P11=P12=P19=P23
VA
R
3 N
5 c/1
2
4 N17 ø10.0 C=VAR
20
VA
R3
8
3 N5 ø5.0 C=98
19
24
30
20
ESC 1:20
0
VAR
TÉRREO - L1
ES
C 1
:2
5
P14
VA
R
3 N
4 c/1
2
4 N17 ø10.0 C=VAR
20
VA
R3
8
3 N4 ø5.0 C=88
14
24
45
30
ESC 1:20
0
VAR
TÉRREO - L1
ES
C 1
:2
5
P16=P17
VA
R
3 N
6 c/1
2
6 N2 ø5.0 C=39
8 N16 ø10.0 C=VAR
20
VA
R3
8
3 N6 ø5.0 C=138
24
39
N2
24
15
ESC 1:20
0
VAR
TÉRREO - L1
ES
C 1
:2
5
=R13=R14=R15=R16
R1=R2=R3=R4=R5=R6=R7=R8=R9=R10=R11=R12
VA
R
3 N
7 c/1
2
4 N13 ø10.0 C=VAR
20
VA
R
3 N7 ø5.0 C=66
9
18
30
25
ESC 1:20
400
0
COBERTURA - L2
ES
C 1
:2
5
P1=P2=P6=P18=P20=P21=P22=P25=P26
40
0
34
N
5 c/1
2
4 N18 ø10.0 C=397
39
7
34 N5 ø5.0 C=98
19
24
30
20
ESC 1:20
400
0
COBERTURA - L2
ES
C 1
:2
5
P3=P4
40
0
34
N
8 c/1
2
4 N18 ø10.0 C=397
39
7
34 N8 ø5.0 C=92
15
25
30
25
ESC 1:20
400
0
COBERTURA - L2
ES
C 1
:2
5
P5=P11=P12=P19=P23
40
0
34
N
9 c/1
2
4 N18 ø10.0 C=397
39
7
34 N9 ø5.0 C=102
20
25
30
20
ESC 1:20
400
0
COBERTURA - L2
ES
C 1
:2
5
P7=P13=P15=P24
40
0
34
N
4 c/1
2
4 N18 ø10.0 C=397
39
7
34 N4 ø5.0 C=88
14
24
30
20
ESC 1:20
400
0
COBERTURA - L2
ES
C 1
:2
5
P8=P9
40
0
34
N
4 c/1
2
4 N19 ø10.0 C=438
40
03
8
34 N4 ø5.0 C=88
14
24
30
25
ESC 1:20
400
0
COBERTURA - L2
ES
C 1
:2
5
P10
40
0
34
N
5 c/1
2
4 N19 ø10.0 C=438
40
03
8
34 N5 ø5.0 C=98
19
24
30
20
ESC 1:20
38
400
0
COBERTURA - L2
ES
C 1
:2
5
P14
40
0
34
N
4 c/1
2
2 N20 ø10.0 C=75
4 N19 ø10.0 C=438
40
03
8
34 N4 ø5.0 C=88
14
24
45
30
ESC 1:20
400
0
COBERTURA - L2
ES
C 1
:2
5
P16=P17
40
0
34
N
10
c/1
2
68 N11 ø5.0 C=40
8 N18 ø10.0 C=397
39
7
34 N10 ø5.0 C=142
25
40
N11
40
40
ESC 1:20
400
0
COBERTURA - L2
ES
C 1
:2
5
P27
40
0
45
N
12
c/9
4 N22 ø16.0 C=397
39
7
45 N12 ø5.0 C=152
35
35
Relação do aço
Cobertura: 9xP1 2xP3
5xP5 4xP7
2xP8 P10
P14 2xP16
P27
Térreo: CP26 CP27
CP28 F18
2xF20 2xF21
2xF27 4xP1
8xP3 6xP6
P14 2xP16
16xR1
AÇO N DIAMQ
UNIT
(cm)
C.TOTAL
(cm)
CA60 1 5.0 11 108 1188
2 5.0 22 39 858
3 5.0 9 78 702
4 5.0 277 88 24376
5 5.0 370 98 36260
6 5.0 6 138 828
7 5.0 48 66 3168
8 5.0 68 92 6256
9 5.0 170 102 17340
10 5.0 68 142 9656
11 5.0 136 40 5440
12 5.0 45 152 6840
CA50 13 10.0 80 VAR VAR
14 10.0 8 VAR VAR
15 10.0 16 VAR VAR
16 10.0 64 VAR VAR
17 10.0 28 VAR VAR
18 10.0 96 397 38112
19 10.0 16 438 7008
20 10.0 2 75 150
21 12.5 4 VAR VAR
22 16.0 4 397 1588
Resumo do aço
AÇO DIAM C.TOTAL
(m)
PESO + 10 %
(kg)
CA50
CA60
10.0
12.5
16.0
5.0
585.7
1.8
15.9
1129.2
397.2
1.9
27.6
191.4
PESO TOTAL
CA50
CA60
426.6
191.4
Vol. de concreto total (C-25) = 9.3 m³
Área de forma total = 135.58 m²
40
40
ESC 1:20
400
0
COBERTURA - L2
ES
C 1
:2
5
P28
40
0
45
N
1 c/9
45 N2 ø5.0 C=50
45 N2 ø5.0 C=50
8 N6 ø12.5 C=397
39
7
45 N1 ø5.0 C=152
35
35
N2
N2
30
20
ESC 1:20
650
400
CAIXA D ÁGUA - L3
ES
C 1
:2
5
P8=P9=P10
25
0
21
N
3 c/1
2
4 N5 ø10.0 C=247
24
7
21 N3 ø5.0 C=88
14
24
30
20
ESC 1:20
650
400
CAIXA D ÁGUA - L3
ES
C 1
:2
5
P14
25
0
21
N
3 c/1
2
21 N4 ø5.0 C=29
6 N5 ø10.0 C=247
24
7
21 N3 ø5.0 C=88
14
24
N4
Relação do aço
Caixa d Água:3xP8 P14
Cobertura: P28
AÇO N DIAMQ
UNIT
(cm)
C.TOTAL
(cm)
CA60 1 5.0 45 152 6840
2 5.0 90 50 4500
3 5.0 84 88 7392
4 5.0 21 29 609
CA50 5 10.0 18 247 4446
6 12.5 8 397 3176
Resumo do aço
AÇO DIAM C.TOTAL
(m)
PESO + 10 %
(kg)
CA50
CA60
10.0
12.5
5.0
44.5
31.8
193.5
30.2
33.7
32.8
PESO TOTAL
CA50
CA60
63.8
32.8
Vol. de concreto total (C-25) = 1.24 m³
Área de forma total = 16.4 m²
V217 P1 V219 P2 V221
111
25 x 45
30 369.2
25 x 45
30 75
25 x 45
(PELE)
400
(1c)40
(1c)
(1c)
5(1c)
(1c)
(2c)
(1c)
(1c)
(1c)
ESC 1:50
V201
A
A
SEÇÃO A-A
ESC 1:25
45
25
111
7 N1 c/16
369.2
24 N1 c/16
75
7 N1 c/11
2x4 N13 ø6.3 C=99
1 N15 ø8.0 C=161
10
153
1 N16 ø8.0 C=169
1 N17 ø8.0 C=370
10
362
2 N18 ø8.0 C=90
82
10
2 N19 ø8.0 C=625
10
609
10
1 N20 ø8.0 C=243
209
36
1 N21 ø8.0 C=249
212
39
1 N21 ø8.0 C=249
212
39
4 N22 ø8.0 C=683
39
609
39
38 N1 ø5.0 C=128
19
39
V217 P3 P4
111
20 x 50
30 211
20 x 50
30
400
(1c)
(1c)
(1c)
ESC 1:50
V202
A
A
SEÇÃO A-A
ESC 1:25
50
20
111
6 N2 c/20
211
11 N2 c/20
2 N52 ø10.0 C=385
10
377
1 N53 ø10.0 C=301
44
259
2 N54 ø10.0 C=452
44
377
36
17 N2 ø5.0 C=132
15
45
V217 P5 V219 P6 V221
111
25 x 50
30 369.2
25 x 50
30 75
25 x 50
400
(1c)5 (1c) 5
(1c)
(1c)
(1c)
(1c)
ESC 1:50
V203
A
A
SEÇÃO A-A
ESC 1:25
50
25
111
7 N3 c/16
369.2
24 N3 c/16
75
10 N3 c/8
4 N23 ø8.0 C=126
10
118
3 N55 ø10.0 C=389 4 N18 ø8.0 C=90
82
10
1 N56 ø10.0 C=274
232
44
1 N57 ø10.0 C=633
591
44
3 N58 ø10.0 C=692
44
609
44
41 N3 ø5.0 C=138
19
44
P7 P8 P9 V218
20 275
15 x 30
30 273
15 x 30
30 111
15 x 30
400
(1c)
(1c)
80
(1c)
ESC 1:50
V204
A
A
SEÇÃO A-A
ESC 1:25
30
15
275
19 N4 c/15
273
19 N4 c/15
111
8 N4 c/15
2 N24 ø8.0 C=741
733
10
1 N25 ø8.0 C=433
2 N26 ø8.0 C=773
20 733
24
46 N4 ø5.0 C=78
9
24
V214 V215 P10 P11 P12 V221
303
25 x 55
30 96
25 x 55
30 369.2
25 x 55
30 75
25 x 55
400
(1c)3
(1c) 5(1c)
(1c)
(1c)
(1c)
180
(1c)
ESC 1:50
V205
A
A
SEÇÃO A-A
ESC 1:25
55
25
283
18 N5 c/16
96
6 N5 c/16
120
10 N5 c/12
249.2
16 N5 c/16
75
5 N5 c/16
4 N27 ø8.0 C=437 3 N78 ø12.5 C=394 4 N28 ø8.0 C=91
83
10
3 N59 ø10.0 c/20 C=320
3 N60 ø10.0 C=1005
33
928
49
55 N5 ø5.0 C=152
20
50
P13 P14
20 275
15 x 30
20
400
(1c)
(1c)
ESC 1:50
V206
A
A
SEÇÃO A-A
ESC 1:25
30
15
275
19 N4 c/15
2 N29 ø8.0 C=309
2 N30 ø8.0 C=335
20 309
10
19 N4 ø5.0 C=78
9
24
V214 V215
219.9
15 x 30
400
(1c)
(1c)
ESC 1:50
V207
A
A
SEÇÃO A-A
ESC 1:25
30
15
179.9
12 N6 c/15
2 N31 ø8.0 C=215
2 N32 ø8.0 C=251
20 215 20
12 N6 ø5.0 C=82
10
25
P16 P17 P18
45 453.3
20 x 55
45 165
20 x 55
25
400
(1c)
(1c)
(2c)
(2c)
(2c)
185
(1c)
(1c)
(1c)
ESC 1:50
V208
A
A
SEÇÃO A-A
ESC 1:25
55
20
120
8 N7 c/15
333.3
17 N7 c/20
165
9 N7 c/20
2 N61 ø10.0 C=506
2 N62 ø10.0 C=738
728
12
3 N63 ø10.0 c/20 C=330
1 N64 ø10.0 C=735
34
703
1 N65 ø10.0 C=807
34
728
50
2 N66 ø10.0 C=795
34
728
38
34 N7 ø5.0 C=142
15
50
P19 P20
25 185
15 x 30
25
400
(1c)
(1c)
ESC 1:50
V209
A
A
SEÇÃO A-A
ESC 1:25
30
15
185
13 N6 c/15
2 N33 ø8.0 C=230
2 N34 ø8.0 C=266
20 230 20
13 N6 ø5.0 C=82
10
25
P21 P22 P23
25 260
15 x 30
25 192
15 x 30
25
400
(1c)
(1c)
ESC 1:50
V210
A
A
SEÇÃO A-A
ESC 1:25
30
15
260
18 N4 c/15
192
13 N4 c/15
2 N35 ø8.0 C=521
2 N36 ø8.0 C=557
20 521 20
31 N4 ø5.0 C=78
9
24
V213 V214 V216 V220 V221
514.5
15 x 45
481
15 x 45
222.5
15 x 45
400
93(1ø1c)
(1ø2c)
(1c)
3(1c)
(1c) (1c)
ESC 1:50
V211
A
A
SEÇÃO A-A
ESC 1:25
45
15
477
20 N9 c/24
456
19 N9 c/24
210
9 N9 c/24
SUSPENSÃO V214
ESC 1:25
2 N37 ø8.0 c/15 C=297
2 N38 ø8.0 C=998
10
990
2 N39 ø8.0 C=225
217
10
2 N40 ø8.0 C=163
30
135
2 N67 ø10.0 C=883
846
39
2 N8 ø5.0 C=252
48 N9 ø5.0 C=108
9
39
1 N68 ø10.0 C=211
54
49
14
P13 P7
30 235
15 x 40
30
400
(1c)
(1c)
ESC 1:50
V212
A
A
SEÇÃO A-A
ESC 1:25
40
15
235
12 N10 c/21
2 N41 ø8.0 C=289
2 N42 ø8.0 C=339
27
289
27
12 N10 ø5.0 C=98
9
34
V211 P26 P21
30
25 x 50
30 450
25 x 50
30
(PELE)
400
(1c)
55
(1c)
(1c)
5(1c)
(1c)
ESC 1:50
V213
A
A
SEÇÃO A-A
ESC 1:25
50
25
30
3 N3 c/12
450
29 N3 c/16
2x2 N69 ø10.0 C=54
4 N11 ø5.0 c/9 C=178
82
18
4 N43 ø8.0 C=45
10
37
2 N70 ø10.0 c/40 C=340
2 N71 ø10.0 C=487
2 N79 ø12.5 C=608
44
534
36
32 N3 ø5.0 C=138
19
44
V211 P24 P22 P15 V207 P14 V205 P8
225
20 x 55
30 270
20 x 55
30 575
20 x 55
30 450
20 x 55
30 245
20 x 55
20
400
(1c) 150(1c)
5 (1c)
5 (1c)
(1ø1c)
(1ø1c)
(1ø2c)
(1ø2c)
160
(1ø1c)
(1ø1c)
(1ø2c)
(1ø2c)
160
(1c)
(1c)
(1c)
61
(1c)
ESC 1:50
V214
A
A
SEÇÃO A-A
ESC 1:25
55
20
210
11 N12 c/20
270
14 N12 c/20
575
29 N12 c/20
450
23 N12 c/20
245
13 N12 c/20
2 N14 ø6.3 C=81
36
13
2 N72 ø10.0 C=542
12
532
1 N44 ø8.0 C=295
3 N45 ø8.0 C=595
2 N73 ø10.0 C=752
4 N46 ø8.0 c/20 C=570 4 N47 ø8.0 c/20 C=270
1 N48 ø8.0 C=390
367
25
1 N49 ø8.0 C=410
387
25
2 N50 ø8.0 C=1199
49
1152
2 N51 ø8.0 C=832
809
25
90 N12 ø5.0 C=138
14
49
P16 V207 V205
30 613
20 x 55
400
(1c)
(2c)
(1c)
(1c)
ESC 1:50
V215
A
A
SEÇÃO A-A
ESC 1:25
55
20
588
30 N7 c/20
2 N74 ø10.0 C=648
12
638
3 N75 ø10.0 C=229
38
193
2 N76 ø10.0 C=289
38
253
2 N77 ø10.0 C=709
38
638
38
30 N7 ø5.0 C=142
15
50
Relação do aço
V201 V202 V203
V204 V205 V206
V207 V208 V209
V210 V211 V212
V213 V214 V215
AÇO N DIAMQ
UNIT
(cm)
C.TOTAL
(cm)
CA60 1 5.0 38 128 4864
2 5.0 17 132 2244
3 5.0 73 138 10074
4 5.0 96 78 7488
5 5.0 55 152 8360
6 5.0 25 82 2050
7 5.0 64 142 9088
8 5.0 2 252 504
9 5.0 48 108 5184
10 5.0 12 98 1176
11 5.0 4 178 712
12 5.0 90 138 12420
CA50 13 6.3 8 99 792
14 6.3 2 81 162
15 8.0 1 161 161
16 8.0 1 169 169
17 8.0 1 370 370
18 8.0 6 90 540
19 8.0 2 625 1250
20 8.0 1 243 243
21 8.0 2 249 498
22 8.0 4 683 2732
23 8.0 4 126 504
24 8.0 2 741 1482
25 8.0 1 433 433
26 8.0 2 773 1546
27 8.0 4 437 1748
28 8.0 4 91 364
29 8.0 2 309 618
30 8.0 2 335 670
31 8.0 2 215 430
32 8.0 2 251 502
33 8.0 2 230 460
34 8.0 2 266 532
35 8.0 2 521 1042
36 8.0 2 557 1114
37 8.0 2 297 594
38 8.0 2 998 1996
39 8.0 2 225 450
40 8.0 2 163 326
41 8.0 2 289 578
42 8.0 2 339 678
43 8.0 4 45 180
44 8.0 1 295 295
45 8.0 3 595 1785
46 8.0 4 570 2280
47 8.0 4 270 1080
48 8.0 1 390 390
49 8.0 1 410 410
50 8.0 2 1199 2398
51 8.0 2 832 1664
52 10.0 2 385 770
53 10.0 1 301 301
54 10.0 2 452 904
55 10.0 3 389 1167
56 10.0 1 274 274
57 10.0 1 633 633
58 10.0 3 692 2076
59 10.0 3 320 960
60 10.0 3 1005 3015
61 10.0 2 506 1012
62 10.0 2 738 1476
63 10.0 3 330 990
64 10.0 1 735 735
65 10.0 1 807 807
66 10.0 2 795 1590
67 10.0 2 883 1766
68 10.0 1 211 211
69 10.0 4 54 216
70 10.0 2 340 680
71 10.0 2 487 974
72 10.0 2 542 1084
73 10.0 2 752 1504
74 10.0 2 648 1296
75 10.0 3 229 687
76 10.0 2 289 578
77 10.0 2 709 1418
78 12.5 3 394 1182
79 12.5 2 608 1216
Resumo do aço
AÇO DIAM C.TOTAL
(m)
PESO + 10 %
(kg)
CA50
CA60
6.3
8.0
10.0
12.5
5.0
9.6
325.2
271.3
24
641.7
2.6
141.1
184
25.4
108.8
PESO TOTAL
CA50
CA60
353
108.8
Vol. de concreto total (C-25) = 9.33 m³
Área de forma total = 112.21 m²
V211 P27 P23 P16
30
25 x 55
40 455
25 x 55
30 575
25 x 55
30
(PELE)
400
(1c)5 (1c)
10(1c)
(1ø1c)
(1ø1c)
(1ø2c)
(1ø2c)
210
(2c)
(1c)
(1c)
93
(1c)
ESC 1:50
V216
A
A
SEÇÃO A-A
ESC 1:25
55
25
30
3 N2 c/12
112
8 N2 c/14
343
22 N2 c/16
117
9 N2 c/13
120
10 N2 c/12
338
22 N2 c/16
2x3 N10 ø8.0 C=65
4 N1 ø5.0 c/10 C=178
82
18
1 N8 ø6.3 C=117
51
19
4 N11 ø8.0 C=46
10
38
2 N30 ø10.0 C=623
613
12
4 N31 ø10.0 C=1108
1098
12
4 N39 ø12.5 c/20 C=385
1 N40 ø12.5 C=234
194
43
2 N41 ø12.5 C=238
198
43
3 N42 ø12.5 C=1081
49
1035
3 N43 ø12.5 C=253
213
43
74 N2 ø5.0 C=152
20
50
P9 V203 V202 V201
20 212.5
15 x 30
322.5
15 x 30
170
15 x 30
400
(1c)
(1c)
ESC 1:50
V217
A
A
SEÇÃO A-A
ESC 1:25
30
15
200
14 N3 c/15
300
20 N3 c/15
135
9 N3 c/15
2 N12 ø8.0 C=719
2 N13 ø8.0 C=745
10
719 20
43 N3 ø5.0 C=78
9
24
P11 V204 P5
25 332
15 x 30
25
400
(1c)
(1c)
ESC 1:50
V218
A
A
SEÇÃO A-A
ESC 1:25
30
15
332
23 N3 c/15
2 N14 ø8.0 C=376
2 N15 ø8.0 C=412
20 376 20
23 N3 ø5.0 C=78
9
24
V203 P4 V201
325
15 x 40
20 160
15 x 40
400
(1c)
(1c)
85
(1c)
ESC 1:50
V219
A
A
SEÇÃO A-A
ESC 1:25
40
15
300
15 N4 c/21
135
7 N4 c/21
2 N16 ø8.0 C=500
1 N17 ø8.0 C=190
2 N18 ø8.0 C=550
27
500
27
22 N4 ø5.0 C=102
10
35
V211 P28 P19 P17
30
25 x 55
40 600
25 x 55
30 430
25 x 55
30
(PELE)
400
(1c)4 (1c) 3
(1c)
(1c)
215
(1c)
(1c)
ESC 1:50
V220
A
A
SEÇÃO A-A
ESC 1:25
55
25
30
3 N2 c/12
112
8 N2 c/14
110
11 N2 c/10
378
24 N2 c/16
104
8 N2 c/13
326
21 N2 c/16
2x3 N10 ø8.0 C=65
4 N1 ø5.0 c/10 C=178
82
18
4 N11 ø8.0 C=46
10
38
3 N45 ø16.0 C=632 2 N44 ø12.5 C=482
470
15
1 N46 ø20.0 C=420
2 N47 ø20.0 C=1061
49
1018
4 N19 ø8.0 C=191
163
30
75 N2 ø5.0 C=152
20
50
V211 P25 P20 P18 V205 V203 V201
225
20 x 45
30 415
20 x 45
30 430
20 x 45
30 600.5
20 x 45
357
20 x 45
492.5
20 x 45
400
(1c)120
(1c)110
(1c)
(1c)
190(1c)
5 (1c)
80(1ø1c)
(1ø2c)
(1ø2c)
3 (1c)
3(1c)
(1c)
(1c)
145
(1c)
125
(1c)
70
(1c)
71
(1c)
(1c)
130
(1c)
170
(1c)
ESC 1:50
V221
A
A
SEÇÃO A-A
ESC 1:25
45
20
210
11 N7 c/20
415
21 N7 c/20
430
22 N7 c/20
588
30 N7 c/20
332
17 N7 c/20
455
23 N7 c/20
2 N9 ø6.3 C=81
36
13
1 N20 ø8.0 C=110
10
102
1 N21 ø8.0 C=220 1 N22 ø8.0 C=250
2 N23 ø8.0 C=1145
10
1137
1 N24 ø8.0 C=286
2 N25 ø8.0 C=965
3 N26 ø8.0 c/25 C=320
1 N27 ø8.0 C=844
2 N28 ø8.0 C=487
2 N32 ø10.0 c/25 C=265
1 N33 ø10.0 C=245 1 N34 ø10.0 C=190
2 N35 ø10.0 C=1199
39
1162
2 N36 ø10.0 C=267
1 N37 ø10.0 C=225
2 N38 ø10.0 C=657
3 N29 ø8.0 C=120
95
27
2 N5 ø5.0 C=291 2 N6 ø5.0 C=245
124 N7 ø5.0 C=118
14
39
Relação do aço
V216 V217 V218
V219 V220 V221
AÇO N DIAMQ
UNIT
(cm)
C.TOTAL
(cm)
CA60 1 5.0 8 178 1424
2 5.0 149 152 22648
3 5.0 66 78 5148
4 5.0 22 102 2244
5 5.0 2 291 582
6 5.0 2 245 490
7 5.0 124 118 14632
CA50 8 6.3 1 117 117
9 6.3 2 81 162
10 8.0 12 65 780
11 8.0 8 46 368
12 8.0 2 719 1438
13 8.0 2 745 1490
14 8.0 2 376 752
15 8.0 2 412 824
16 8.0 2 500 1000
17 8.0 1 190 190
18 8.0 2 550 1100
19 8.0 4 191 764
20 8.0 1 110 110
21 8.0 1 220 220
22 8.0 1 250 250
23 8.0 2 1145 2290
24 8.0 1 286 286
25 8.0 2 965 1930
26 8.0 3 320 960
27 8.0 1 844 844
28 8.0 2 487 974
29 8.0 3 120 360
30 10.0 2 623 1246
31 10.0 4 1108 4432
32 10.0 2 265 530
33 10.0 1 245 245
34 10.0 1 190 190
35 10.0 2 1199 2398
36 10.0 2 267 534
37 10.0 1 225 225
38 10.0 2 657 1314
39 12.5 4 385 1540
40 12.5 1 234 234
41 12.5 2 238 476
42 12.5 3 1081 3243
43 12.5 3 253 759
44 12.5 2 482 964
45 16.0 3 632 1896
46 20.0 1 420 420
47 20.0 2 1061 2122
Resumo do aço
AÇO DIAM C.TOTAL
(m)
PESO + 10 %
(kg)
CA50
CA60
6.3
8.0
10.0
12.5
16.0
20.0
5.0
2.8
169.3
111.2
72.2
19
25.5
471.7
0.8
73.5
75.4
76.5
32.9
69
80
PESO TOTAL
CA50
CA60
328
80
Vol. de concreto total (C-25) = 6.34 m³
Área de forma total = 73.13 m²
P8 P9
30 273
15 x 40
30
650
(1c)
(1c)
ESC 1:50
V301
A
A
SEÇÃO A-A
ESC 1:25
40
15
273
13 N1 c/21
2 N3 ø8.0 C=327
2 N4 ø8.0 C=377
27
327
27
13 N1 ø5.0 C=98
9
34
V304 P10
303
15 x 40
30
650
(1c)
(1c)
(1c)
ESC 1:50
V302
A
A
SEÇÃO A-A
ESC 1:25
40
15
288
14 N1 c/21
2 N3 ø8.0 C=327
1 N5 ø8.0 C=119
97
24
2 N6 ø8.0 C=374
27
327
24
14 N1 ø5.0 C=98
9
34
P14 V305
20 313
15 x 40
650
(1c)
(1c)
ESC 1:50
V303
A
A
SEÇÃO A-A
ESC 1:25
40
15
293
14 N1 c/21
2 N7 ø8.0 C=343
10
327
10
2 N8 ø8.0 C=378
28
327
27
14 N1 ø5.0 C=98
9
34
P14 V302 P8
30 245
15 x 40
20
650
(1c)
(1c)
ESC 1:50
V304
A
A
SEÇÃO A-A
ESC 1:25
40
15
245
12 N1 c/21
2 N9 ø8.0 C=289
2 N10 ø8.0 C=340
28
289
27
12 N1 ø5.0 C=98
9
34
V303 P10 P9
138
20 x 50
20 117
20 x 50
20
650
(1c)
(1c)
80
(1c)
ESC 1:50
V305
A
A
SEÇÃO A-A
ESC 1:25
50
20
138
7 N2 c/20
137
7 N2 c/20
2 N11 ø10.0 C=304
10
289
10
1 N12 ø10.0 C=190
2 N13 ø10.0 C=372
44
289
44
14 N2 ø5.0 C=128
14
44
Relação do aço
V301 V302 V303
V304 V305
AÇO N DIAMQ
UNIT
(cm)
C.TOTAL
(cm)
CA60 1 5.0 53 98 5194
2 5.0 14 128 1792
CA50 3 8.0 4 327 1308
4 8.0 2 377 754
5 8.0 1 119 119
6 8.0 2 374 748
7 8.0 2 343 686
8 8.0 2 378 756
9 8.0 2 289 578
10 8.0 2 340 680
11 10.0 2 304 608
12 10.0 1 190 190
13 10.0 2 372 744
Resumo do aço
AÇO DIAM C.TOTAL
(m)
PESO + 10 %
(kg)
CA50
CA60
8.0
10.0
5.0
56.3
15.5
69.9
24.4
10.5
11.8
PESO TOTAL
CA50
CA60
34.9
11.8
Vol. de concreto total (C-25) = 1.07 m³
Área de forma total = 15.83 m²
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