Memoria Calculo Ginasio Escola AP

10
Pag. 1 MEMORIAL DE CÁLCULO GINÁSIO POLIESPORTIVO ESCOLA MUNICIPAL DE ENSINO FUNDAMENTAL ZELIA CONCEIÇÃO SOUZA São Paulo, 04 de setembro de 2015 Eng. Civil Andre Sueji Fujimoto CREASP 5060728153

description

memorial de estruturas metalicas

Transcript of Memoria Calculo Ginasio Escola AP

Page 1: Memoria Calculo Ginasio Escola AP

Pag. 1

MEMORIAL DE CÁLCULO

GINÁSIO POLIESPORTIVO ESCOLA MUNICIPAL DE ENSINO FUNDAMENTAL ZELIA CONCEIÇÃO SOUZA

São Paulo, 04 de setembro de 2015

Eng. Civil Andre Sueji Fujimoto CREASP 5060728153

Page 2: Memoria Calculo Ginasio Escola AP

Pag. 2

1. DADOS GERAIS DA EDIFICAÇÃO

Utilização Ginásio poliesportivo – Escola Municipal de Ensino Fundamental Zelia Conceição Souza Silva

Cidade Laranjal do Japi - AP

Vão do arco metálico: 21m

Comprimento da edificação: 35m em 6 vãos

Cobertura: Telha em aço galvanizado simples

Fechamento lateral: Telha em aço galvanizado simples a partir de 2,4m

Aço: ASTM A36 para perfis laminados e chapas ASTM A572-gr.50 para perfis W e HP ASTM A325 e ASTM A307 para parafusos SAE 1020 para tirantes e chumbadores Eletrodos AWS E60XX ou E70XX

Normas utilizadas: NBR 8800 – Projeto e execução de estruturas em aço de edifícios. NBR 14762 – Dimensionamento perfis a frio NBR 6123 – Forças devido ao vento em edificações.

Page 3: Memoria Calculo Ginasio Escola AP

Pag. 3

Plano das Bases

Seção Transversal

Plano do telhado

Page 4: Memoria Calculo Ginasio Escola AP

Pag. 4

2. AÇOES NA SEÇÃO TRANSVERSAL DA EDIFICAÇÃO 2.1. AÇÕES PERMANENTES

Peso próprio da estrutura: 7.850kg/m3

Telhas: 10kg/m2

2.2. SOBRECARGA NO TELHADO

Sobrecarga: 25kgf/m2

2.3. VENTO

Local da edificação: Laranjal do Jari - AM

Velocidade básica do vento: 30 m/s

Fator topográfico S1: 1,0

Fator rugosidade do terreno S2 (z<10m): 0,92

Fator estatístico S3: 1,0

Velocidade característica Vk: 27,6 m/s

Pressão de obstrução: 47 kgf/m2

Coeficientes aerodinâmicos externos:

Coeficientes aerodinâmicos internos: Cpi=+0,20 / - 0,30

Vento nos fechamentos a barlavento (Ce-Cpi) +1,0

Vento nos fechamentos a sotavento (Ce-Cpi) -0,4

Carregamentos Críticos (t/m)

Page 5: Memoria Calculo Ginasio Escola AP

Pag. 5

3. CALCULO DOS ESFORÇOS E VERIFICAÇÃO DAS BARRAS DO PORTICO

(Utilização do programa Strap 12.5)

LOAD CASES LIST

Nº nos Nº result. nome

1 1 Peso Proprio

2 2 Telhas 3 3 Sobrecarga 4 4 Vento 0º 5 5 Vento 90º - 1

6 6 Vento 90º - 2

TABELA de COMBINAÇÕES

Comb. 1 1 * 1.00 + 2 * 1.00 + 3 * 1.00 + 4 * 1.00 2 1 * 1.00 + 2 * 1.00 + 3 * 1.00 + 5 * 1.00 3 1 * 1.00 + 2 * 1.00 + 3 * 1.00 + 6 * 1.00 4 1 * 1.25 + 2 * 1.30 + 3 * 1.50 + 4 * 0.84 5 1 * 1.25 + 2 * 1.30 + 3 * 1.50 + 5 * 0.84 6 1 * 1.25 + 2 * 1.30 + 3 * 1.50 + 6 * 0.84 7 1 * 1.25 + 2 * 1.30 + 3 * 1.05 + 4 * 1.40 8 1 * 1.25 + 2 * 1.30 + 3 * 1.05 + 5 * 1.40 9 1 * 1.25 + 2 * 1.30 + 3 * 1.05 + 6 * 1.40

R e s u l t a d o s G e r a i s

C A P A C I D A D E S Flec Dir Combinada

Barr Seção Com

L/ Esbl Axial Cortante

Mom LTB Axial+Mom

1 2L L1.25"x1/8" 5 9999 56 0.02 MJ 0.00 0.00 0.00 0.02

2 2L L1.5"x1/8" 8 9999 77 -0.05 MJ 0.00 0.01 0.01 0.03

3 2L L1.5"x1/8" 9 9999 77 0.02 MJ 0.00 0.01 0.01 0.02

4 2L L1.5"x1/8" 7 9999 77 0.04 MJ 0.00 0.01 0.01 0.03

5 2L L1.5"x1/8" 4 9999 77 -0.03 MJ 0.00 0.01 0.01 0.02

6 2L L1.5"x1/8" 7 9999 77 0.05 MJ 0.00 0.01 0.01 0.03

7 2L L1.5"x1/8" 4 9999 77 -0.07 MJ 0.00 0.00 0.00 0.07

8 2L L1.5"x1/8" 7 9999 77 0.05 MJ 0.00 0.01 0.01 0.04

9 2L L1.5"x1/8" 4 9999 77 -0.09 MJ 0.00 0.00 0.00 0.09

10 2L L1.5"x1/8" 7 9999 77 0.05 MJ 0.00 0.01 0.01 0.03

11 2L L1.5"x1/8" 4 9999 77 -0.09 MJ 0.00 0.00 0.00 0.09

12 2L L1.5"x1/8" 7 9999 77 0.03 MJ 0.00 0.01 0.01 0.02

13 2L L1.5"x1/8" 5 9999 77 -0.07 MJ 0.00 0.00 0.00 0.07

14 2L L1.5"x1/8" 9 9999 77 0.02 MJ 0.00 0.01 0.01 0.02

15 2L L1.5"x1/8" 8 9999 77 -0.10 MJ 0.00 0.00 0.00 0.10

16 2L L1.5"x1/8" 4 9999 77 -0.06 MJ 0.00 0.01 0.01 0.04

17 2L L1.5"x1/8" 8 9999 77 -0.14 MJ 0.00 0.00 0.00 0.14

18 2L L1.5"x1/8" 4 9999 77 -0.13 MJ 0.00 0.01 0.01 0.07

19 2L L1.5"x1/8" 8 9999 77 -0.16 MJ 0.00 0.00 0.00 0.16

20 2L L1.5"x1/8" 4 9999 77 -0.20 MJ 0.00 0.01 0.01 0.11

21 U# 100x40#3.00 4 8143 16 -0.39 MI 0.06 0.46 0.17 0.55

22 U# 100x40#3.00 4 9999 62 -0.30 MI 0.00 0.10 0.11 0.42

23 U# 100x40#3.00 5 9999 62 -0.09 MI 0.00 0.05 0.05 0.14

24 U# 100x40#3.00 8 9999 62 0.12 MI 0.00 0.04 0.04 0.13

25 U# 100x40#3.00 8 9999 62 -0.16 MI 0.00 0.03 0.04 0.17

26 U# 100x40#3.00 8 9999 62 -0.17 MI 0.00 0.03 0.03 0.19

27 U# 100x40#3.00 8 9999 62 -0.19 MI 0.00 0.03 0.03 0.20

28 U# 100x40#3.00 5 9999 62 -0.20 MI 0.00 0.04 0.02 0.22

29 U# 100x40#3.00 5 8225 62 -0.22 MI 0.01 0.14 0.05 0.28

30 U# 100x40#3.00 5 9999 63 -0.01 MI 0.01 0.22 0.23 0.24

31 U# 100x40#3.00 5 9999 62 -0.19 MI 0.01 0.12 0.13 0.33

Page 6: Memoria Calculo Ginasio Escola AP

Pag. 6

32 U# 100x40#3.00 5 9999 63 -0.02 MI 0.01 0.10 0.11 0.13

33 U# 100x40#3.00 5 9999 62 -0.16 MI 0.00 0.03 0.03 0.18

34 U# 100x40#3.00 4 9999 0 -0.02 MI 0.01 0.06 0.06 0.09

35 U# 100x40#3.00 8 9999 0 -0.33 MI 0.23 0.05 0.00 0.22

36 U# 100x40#3.00 8 7161 63 -0.42 MI 0.00 0.09 0.09 0.45

37 U# 100x40#3.00 5 9999 59 -0.28 MI 0.00 0.04 0.02 0.30

38 U# 100x40#3.00 4 9999 59 -0.25 MI 0.00 0.03 0.02 0.26

39 U# 100x40#3.00 4 9999 59 -0.21 MI 0.00 0.03 0.03 0.22

40 U# 100x40#3.00 4 9999 59 -0.13 MI 0.00 0.03 0.03 0.14

41 U# 100x40#3.00 9 9999 59 0.09 MI 0.00 0.03 0.03 0.10

42 U# 100x40#3.00 7 9999 59 0.11 MI 0.00 0.03 0.03 0.13

43 U# 100x40#3.00 7 9999 59 0.15 MI 0.00 0.04 0.04 0.17

44 U# 100x40#3.00 7 9999 59 0.17 MI 0.00 0.03 0.03 0.18

45 2L L1.25"x1/8" 4 9999 32 0.00 MJ 0.01 0.13 0.13 0.13

46 2L L1.25"x1/8" 7 9999 54 0.00 MJ 0.00 0.00 0.00 0.00

47 2L L1.25"x1/8" 7 9999 59 0.00 MJ 0.00 0.00 0.00 0.00

48 2L L1.25"x1/8" 5 9999 32 0.00 MJ 0.04 0.46 0.46 0.46

49 2L L1.25"x1/8" 7 9999 59 0.00 MJ 0.00 0.00 0.00 0.00

50 2L L1.25"x1/8" 7 9999 59 0.00 MJ 0.00 0.00 0.00 0.00

51 2L L1.25"x1/8" 7 9999 54 0.00 MJ 0.00 0.00 0.00 0.00

52 2L L1.25"x1/8" 7 9999 54 0.00 MJ 0.00 0.00 0.00 0.00

53 2L L1.25"x1/8" 7 9999 59 0.00 MJ 0.00 0.00 0.00 0.00

54 2L L1.25"x1/8" 7 9999 54 0.00 MJ 0.00 0.00 0.00 0.00

55 2L L1.25"x1/8" 7 9999 59 0.00 MJ 0.00 0.00 0.00 0.00

56 2L L1.25"x1/8" 7 9999 54 0.00 MJ 0.00 0.00 0.00 0.00

57 2L L1.25"x1/8" 7 9999 59 0.00 MJ 0.00 0.00 0.00 0.00

58 2L L1.25"x1/8" 7 9999 54 0.00 MJ 0.00 0.00 0.00 0.00

59 2L L1.25"x1/8" 7 9999 59 0.00 MJ 0.00 0.00 0.00 0.00

60 2L L1.25"x1/8" 9 9999 54 0.00 MJ 0.00 0.00 0.00 0.00

61 2L L1.25"x1/8" 9 9999 59 0.00 MJ 0.00 0.00 0.00 0.00

62 2L L1.25"x1/8" 9 9999 54 0.00 MJ 0.00 0.00 0.00 0.00

63 2L L1.25"x1/8" 4 9999 60 0.27 MJ 0.00 0.00 0.00 0.27

64 2L L1.5"x1/8" 9 9999 77 0.03 MJ 0.00 0.01 0.01 0.02

65 2L L1.5"x1/8" 8 9999 77 -0.05 MJ 0.00 0.01 0.01 0.03

66 2L L1.5"x1/8" 7 9999 77 0.04 MJ 0.00 0.01 0.01 0.03

67 2L L1.5"x1/8" 5 9999 77 -0.06 MJ 0.00 0.01 0.01 0.03

68 2L L1.5"x1/8" 7 9999 77 0.05 MJ 0.00 0.01 0.01 0.03

69 2L L1.5"x1/8" 5 9999 77 -0.08 MJ 0.00 0.00 0.00 0.08

70 2L L1.5"x1/8" 7 9999 77 0.05 MJ 0.00 0.01 0.01 0.04

71 2L L1.5"x1/8" 5 9999 77 -0.09 MJ 0.00 0.00 0.00 0.09

72 2L L1.5"x1/8" 7 9999 77 0.05 MJ 0.00 0.01 0.01 0.03

73 2L L1.5"x1/8" 4 9999 77 -0.09 MJ 0.00 0.00 0.00 0.09

74 2L L1.5"x1/8" 8 9999 77 -0.03 MJ 0.00 0.01 0.01 0.02

75 2L L1.5"x1/8" 4 9999 77 -0.06 MJ 0.00 0.00 0.00 0.06

76 2L L1.5"x1/8" 8 9999 77 -0.06 MJ 0.00 0.01 0.01 0.04

77 2L L1.5"x1/8" 4 9999 77 0.02 MJ 0.00 0.00 0.00 0.02

78 2L L1.5"x1/8" 5 9999 77 -0.09 MJ 0.00 0.01 0.01 0.05

79 2L L1.5"x1/8" 7 9999 77 0.06 MJ 0.00 0.00 0.00 0.06

80 2L L1.5"x1/8" 5 9999 77 -0.14 MJ 0.00 0.01 0.01 0.08

81 2L L1.5"x1/8" 4 9999 77 0.15 MJ 0.00 0.00 0.00 0.15

82 2L L1.5"x1/8" 5 9999 77 -0.20 MJ 0.00 0.01 0.01 0.11

83 U# 100x40#3.00 5 7573 16 -0.50 MI 0.07 0.49 0.18 0.68

84 U# 100x40#3.00 5 9999 62 -0.43 MI 0.01 0.12 0.13 0.58

85 U# 100x40#3.00 5 9999 62 -0.18 MI 0.00 0.06 0.06 0.24

86 U# 100x40#3.00 7 9999 62 0.12 MI 0.00 0.05 0.05 0.13

87 U# 100x40#3.00 7 9999 62 0.14 MI 0.00 0.04 0.04 0.16

88 U# 100x40#3.00 7 9999 62 0.13 MI 0.00 0.04 0.04 0.15

89 U# 100x40#3.00 7 9999 62 0.10 MI 0.00 0.03 0.03 0.11

90 U# 100x40#3.00 9 9999 62 0.09 MI 0.00 0.03 0.03 0.10

91 U# 100x40#3.00 5 9999 62 -0.12 MI 0.00 0.12 0.05 0.16

92 U# 100x40#3.00 4 9999 63 -0.01 MI 0.01 0.21 0.22 0.23

93 U# 100x40#3.00 5 9999 62 -0.14 MI 0.01 0.12 0.12 0.27

94 U# 100x40#3.00 5 9999 63 -0.02 MI 0.01 0.10 0.11 0.13

95 U# 100x40#3.00 5 9999 62 -0.16 MI 0.00 0.05 0.05 0.21

96 U# 100x40#3.00 4 9999 0 -0.02 MI 0.01 0.06 0.02 0.06

97 U# 100x40#3.00 7 9999 0 0.00 MI 0.16 0.04 0.00 0.21

98 U# 100x40#3.00 7 6431 63 0.20 MI 0.00 0.09 0.09 0.24

99 U# 100x40#3.00 5 9999 59 -0.26 MI 0.00 0.05 0.04 0.31

Page 7: Memoria Calculo Ginasio Escola AP

Pag. 7

100 U# 100x40#3.00 5 9999 59 -0.31 MI 0.00 0.04 0.02 0.33

101 U# 100x40#3.00 5 9999 59 -0.31 MI 0.00 0.04 0.01 0.32

102 U# 100x40#3.00 5 9999 59 -0.26 MI 0.00 0.03 0.01 0.27

103 U# 100x40#3.00 5 9999 59 -0.19 MI 0.00 0.03 0.01 0.20

104 U# 100x40#3.00 8 9999 59 -0.14 MI 0.00 0.02 0.02 0.15

105 U# 100x40#3.00 7 9999 59 0.15 MI 0.00 0.02 0.02 0.16

106 U# 100x40#3.00 7 9999 59 0.17 MI 0.00 0.02 0.02 0.18

107 2L L1.25"x1/8" 5 9999 32 0.00 MJ 0.01 0.15 0.15 0.15

108 2L L1.25"x1/8" 9 9999 54 0.00 MJ 0.00 0.00 0.00 0.00

109 2L L1.25"x1/8" 7 9999 59 0.00 MJ 0.00 0.00 0.00 0.00

110 2L L1.25"x1/8" 4 9999 32 0.00 MJ 0.03 0.43 0.43 0.43

111 2L L1.25"x1/8" 7 9999 59 0.00 MJ 0.00 0.00 0.00 0.00

112 2L L1.25"x1/8" 7 9999 59 0.00 MJ 0.00 0.00 0.00 0.00

113 2L L1.25"x1/8" 9 9999 54 0.00 MJ 0.00 0.00 0.00 0.00

114 2L L1.25"x1/8" 7 9999 54 0.00 MJ 0.00 0.00 0.00 0.00

115 2L L1.25"x1/8" 7 9999 59 0.00 MJ 0.00 0.00 0.00 0.00

116 2L L1.25"x1/8" 7 9999 54 0.00 MJ 0.00 0.00 0.00 0.00

117 2L L1.25"x1/8" 7 9999 59 0.00 MJ 0.00 0.00 0.00 0.00

118 2L L1.25"x1/8" 7 9999 54 0.00 MJ 0.00 0.00 0.00 0.00

119 2L L1.25"x1/8" 7 9999 59 0.00 MJ 0.00 0.00 0.00 0.00

120 2L L1.25"x1/8" 7 9999 54 0.00 MJ 0.00 0.00 0.00 0.00

121 2L L1.25"x1/8" 7 9999 59 0.00 MJ 0.00 0.00 0.00 0.00

122 2L L1.25"x1/8" 7 9999 54 0.00 MJ 0.00 0.00 0.00 0.00

123 2L L1.25"x1/8" 9 9999 59 0.00 MJ 0.00 0.00 0.00 0.00

124 2L L1.25"x1/8" 9 9999 54 0.00 MJ 0.00 0.00 0.00 0.00

125 2L L1.25"x1/8" 5 9999 60 0.28 MJ 0.00 0.00 0.00 0.28

126 2L L1.25"x1/8" 8 9999 32 0.00 MJ 0.01 0.07 0.07 0.07

127 2L L1.25"x1/8" 7 9999 59 0.00 MJ 0.00 0.00 0.00 0.00

128 2L L1.25"x1/8" 4 9999 32 0.00 MJ 0.04 0.42 0.42 0.42

129 U# 100x40#3.00 4 9999 62 -0.30 MI 0.00 0.07 0.05 0.35

130 U# 100x40#3.00 5 9999 62 -0.09 MI 0.00 0.04 0.04 0.13

131 U# 100x40#3.00 7 9999 62 0.12 MI 0.00 0.03 0.04 0.13

132 U# 100x40#3.00 8 9999 62 -0.15 MI 0.00 0.03 0.03 0.17

133 U# 100x40#3.00 8 9999 62 -0.17 MI 0.00 0.03 0.03 0.19

134 U# 100x40#3.00 8 9999 62 -0.19 MI 0.00 0.03 0.03 0.20

135 U# 100x40#3.00 5 9999 62 -0.20 MI 0.00 0.05 0.05 0.25

136 U# 100x40#3.00 5 9999 62 -0.21 MI 0.01 0.14 0.15 0.36

137 2L L1.25"x1/8" 4 9999 54 -0.01 MJ 0.00 0.00 0.00 0.01

138 U# 100x40#3.00 5 9999 62 -0.19 MI 0.00 0.06 0.06 0.22

139 2L L1.25"x1/8" 4 9999 32 0.00 MJ 0.02 0.27 0.27 0.27

140 U# 100x40#3.00 4 9999 63 -0.03 MI 0.00 0.06 0.06 0.09

141 U# 100x40#3.00 4 9999 64 -0.03 MI 0.00 0.03 0.03 0.05

142 U# 100x40#3.00 5 9999 59 -0.29 MI 0.00 0.04 0.02 0.32

143 U# 100x40#3.00 5 9999 59 -0.29 MI 0.00 0.04 0.02 0.31

144 U# 100x40#3.00 5 9999 59 -0.28 MI 0.00 0.04 0.02 0.30

145 U# 100x40#3.00 4 9999 59 -0.25 MI 0.00 0.03 0.03 0.26

146 U# 100x40#3.00 4 9999 59 -0.21 MI 0.00 0.03 0.03 0.22

147 U# 100x40#3.00 5 9999 59 -0.13 MI 0.00 0.03 0.03 0.14

148 U# 100x40#3.00 9 9999 59 0.09 MI 0.00 0.03 0.03 0.10

149 U# 100x40#3.00 7 9999 59 0.11 MI 0.00 0.04 0.04 0.13

150 U# 100x40#3.00 7 9999 59 0.15 MI 0.00 0.03 0.03 0.16

151 U# 100x40#3.00 7 9999 59 0.17 MI 0.00 0.02 0.02 0.18

152 2L L1.25"x1/8" 7 9999 59 0.00 MJ 0.00 0.00 0.00 0.00

153 2L L1.25"x1/8" 4 9999 32 0.00 MJ 0.04 0.42 0.42 0.42

154 U# 100x40#3.00 5 9999 62 -0.43 MI 0.00 0.10 0.06 0.50

155 U# 100x40#3.00 5 9999 62 -0.18 MI 0.00 0.05 0.05 0.23

156 U# 100x40#3.00 7 9999 62 0.12 MI 0.00 0.04 0.04 0.13

157 U# 100x40#3.00 7 9999 62 0.14 MI 0.00 0.04 0.04 0.16

158 U# 100x40#3.00 7 9999 62 0.13 MI 0.00 0.03 0.03 0.15

159 U# 100x40#3.00 7 9999 62 0.10 MI 0.00 0.03 0.03 0.11

160 U# 100x40#3.00 5 9999 62 0.09 MI 0.00 0.04 0.05 0.11

161 U# 100x40#3.00 4 9999 62 -0.11 MI 0.01 0.15 0.15 0.26

162 2L L1.25"x1/8" 4 9999 54 -0.01 MJ 0.00 0.00 0.00 0.01

163 U# 100x40#3.00 5 9999 62 -0.14 MI 0.00 0.06 0.06 0.19

164 2L L1.25"x1/8" 4 9999 32 0.00 MJ 0.02 0.27 0.27 0.27

165 U# 100x40#3.00 4 9999 63 -0.03 MI 0.00 0.06 0.06 0.09

166 U# 100x40#3.00 5 9999 64 -0.03 MI 0.00 0.04 0.05 0.07

Page 8: Memoria Calculo Ginasio Escola AP

Pag. 8

167 U# 100x40#3.00 5 9999 59 -0.13 MI 0.00 0.04 0.04 0.17

168 U# 100x40#3.00 5 9999 59 -0.13 MI 0.00 0.04 0.04 0.17

169 U# 100x40#3.00 5 9999 59 -0.26 MI 0.00 0.05 0.02 0.28

170 U# 100x40#3.00 5 9999 59 -0.31 MI 0.00 0.04 0.02 0.33

171 U# 100x40#3.00 5 9999 59 -0.31 MI 0.00 0.04 0.01 0.32

172 U# 100x40#3.00 5 9999 59 -0.26 MI 0.00 0.03 0.01 0.27

173 U# 100x40#3.00 5 9999 59 -0.19 MI 0.00 0.03 0.01 0.20

174 U# 100x40#3.00 8 9999 59 -0.14 MI 0.00 0.02 0.02 0.15

175 U# 100x40#3.00 7 9999 59 0.15 MI 0.00 0.02 0.02 0.16

176 U# 100x40#3.00 7 9999 59 0.17 MI 0.00 0.02 0.02 0.18

T a b e l a d e S e ç õ e s

Seção Comprimento Total

Peso Sub-total (meter) ( ton ) ( ton )

Lam./Sol.- Peso de aço: L 1.25"x1/8" 48.54 0.073 L 1.5"x1/8" 69.50 0.126 0.199

TOTAL Lam./Sol. = 0.199

Chapa dobrada- Peso de aço: U# 100x40#3.00 62.19 0.249 0.249

TOTAL Chapa dobrada = 0.249

Peso total de 1 pórtico 0.449

Peso total de 7 pórtico 3.143

Page 9: Memoria Calculo Ginasio Escola AP

Pag. 9

4. CALCULO DOS ESFORÇOS E VERIFICAÇÃO DAS TERÇAS

LOAD CASES LIST

Nº nos Nº result. nome

1 1 Peso Proprio

2 2 Telhas 3 3 Sobrecarga 4 4 Vento 0º 5 5 Vento 90º

TABELA de COMBINAÇÕES

Comb. 1 1 * 1.00 + 2 * 1.00 + 3 * 1.00 2 1 * 1.00 + 2 * 1.00 + 4 * 1.00 3 1 * 1.00 + 2 * 1.00 + 5 * 1.00 4 1 * 1.25 + 2 * 1.30 + 3 * 1.50 + 4 * 0.84 5 1 * 1.25 + 2 * 1.30 + 3 * 1.50 + 5 * 0.84 6 1 * 1.25 + 2 * 1.30 + 3 * 1.05 + 4 * 1.40 7 1 * 1.25 + 2 * 1.30 + 3 * 1.05 + 5 * 1.40

R e s u l t a d o s G e r a i s

C A P A C I D A D E S Flec Dir Combinada

Barr Seção Com

L/ Esbl Axial Cortante

Mom LTB Axial+Mom

1 Ue# 200x75x25#3.00 5 643 217 0.00 MJ 0.04 0.23 0.74 0.74

T a b e l a d e S e ç õ e s

Seção Comprimento Total

Peso Sub-total (meter) ( ton ) ( ton )

Ue# 200x75x25#3.00 6.00 0.054 0.054

Peso total de 1 terça: 0.054 Peso total de 120 terças 6.480

Page 10: Memoria Calculo Ginasio Escola AP

Pag. 10

5. RESUMO DOS MATERIAIS

Perfil Descrição Aço Compr. (m) Peso (kg)

U# 100x40 e=3,00 Perfil U Chapa dobrada A570 Gr.36 435,33 1743

L 1.25"x1/8" Perfil Cantoneira laminada A36 339,78 511

L 1.5"x1/8" Perfil Cantoneira laminada A36 522,5 948

Ue# 200x75x25 e 3,00 Perfil U enrrigecido Chapa dobrada A36 720 6480

Barra redonda 16 mm Barra laminada SAE 1020 521 822

Barra redonda 12,5 mm Barra laminada SAE 1020 311 300

TOTAL (KG) 10.804,00

TOTAL +10% (KG) 11.884,40