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Plan1 Vo 30 Fator topográfico (S1) Rugosidade do Terreno (S2) Fator estatístico (S3) S1 1 a) Plano ou fracamente acidentado Categoria Parâmetro Classes 1 1.10 S2 1.08 S1 = 1 A B C 2 1.00 S3 1 b) Taludes e Morros I b 1.1 1.11 1.12 3 0.95 Vk 32.53 Ponto A S1 = 1 p 0.06 0.065 0.07 4 0.88 morro II b 1 1 1 5 0.83 Dimensões (m) Ponto A C S1 = 1 F 1 0.98 0.95 Largura 24 taludes ϴ p 0.085 0.09 0.1 Comprimento 36 Ponto B S1 = 1 <3 III b 0.94 0.94 0.93 Altura 9.5 S1 = 8.36 6 e 17 p 0.1 0.105 0.115 Taludes e morros S1 = 1.53 >45 VI b 0.86 0.85 0.84 z 48 c) Vales profundos p 0.12 0.125 0.135 ϴ (grau) 80 S1 = 0.9 V b 0.74 0.73 0.71 d 60 p 0.15 0.16 0.175 ϴ Radianos 1.3962634016 3 0.0523598776 b*F*(z/10)^p z L = 6.00 m S2 1.08 0.72 9.5 S2 1.08 0.72 9.5 S2 1.08 0.72 9.5 0.10909090909090909 S2 1.08 0.72 9.5 S2 1.08 0.72 9.5 z Vk 32.53 q 648.49 9.5 N/M² 3890.9568267344471 N/m 0.6484928045 1296.9856089114824 1.2969856089114824 kn/M Vk 32.53 q 648.49 9.5 3890.9568267344471 N/m Vk 32.53 q 648.49 9.5 3890.9568267344471 N/m Vk 32.53 q 648.49 9.5 3890.9568267344471 N/m Vk 32.53 q 648.49 9.5 3890.9568267344471 N/m Plan2 Coeficiente de pressão externa h/b ϴ 90 0 h/b ϴ 90 0 h/b ϴ 90 0 Altura (h) 9.5 = 0.40 h/b a/b 0 graus 90 graus EF GH EG FH EF GH EG FH EF GH EG FH Largura (b) 24 0.5 1 1.5 -0.8 -0.5 0.7 -0.4 0.7 -0.4 -0.8 -0.4 0.5 0 -0.8 -0.4 -0.8 -0.4 1.5 0 -0.8 -0.6 -1 -0.6 6 0 -0.8 -0.6 -0.9 -0.7 2 4 -0.8 -0.4 0.7 -0.3 0.7 -0.5 -0.9 -0.5 5 -0.9 -0.4 -0.8 -0.4 5 -0.9 -0.6 -0.9 -0.6 5 -0.8 -0.6 -0.8 -0.8 Comprimento 36 = 1.5 1.5 1 1.5 -0.9 -0.5 0.7 -0.5 0.7 -0.5 -0.9 -0.5 10 -1.2 -0.4 -0.8 -0.6 10 -1.1 -0.6 -0.8 -0.6 10 -0.8 -0.6 -0.8 -0.8 Largura 24 2 4 -0.9 -0.4 0.7 -0.3 0.7 -0.6 -0.9 -0.5 15 -1 -0.4 -0.8 -0.6 15 -1 -0.6 -0.8 -0.6 15 -0.8 -0.6 -0.8 -0.8 6 1 1.5 -1 -0.6 0.8 -0.6 0.8 -0.6 -1 -0.6 20 -0.4 -0.4 -0.7 -0.6 20 -0.7 -0.5 -0.8 -0.6 20 -0.8 -0.6 -0.8 -0.8 9 2 4 -1 -0.5 0.8 -0.3 0.8 -0.6 -1 -0.6 30 0 -0.4 -0.7 -0.6 30 -0.2 -0.5 -0.8 -0.8 30 -1 -0.5 -0.8 -0.7 8 A1 B1 A2 B2 C D A B C1 D1 C2 D2 45 0.3 -0.5 -0.7 -0.6 45 0.2 -0.5 -0.8 -0.8 40 -0.2 -0.5 -0.8 -0.7 60 0.7 -0.6 -0.7 -0.6 60 0.6 -0.5 -0.8 -0.8 50 0.2 -0.5 -0.8 -0.7 0 graus 90 graus 0 graus 90 graus 60 0.5 -0.5 -0.8 -0.7 C -0.8 0.7 -0.4 -0.8 A1 B1 0.7 C1 C2 -0.4 E G E G 1 -0.6 -0.8 -0.8 -0.8 -0.4 -0.7 -0.7 0 -0.4 1.5 x -0.5 A2 B2 A B F H F H 2 -0.2 -0.5 -0.5 0.7 -0.4 -0.6 -0.6 0 -0.4 -0.35 A3 B3 D1 D2 I J I J -0.4 -0.35 -0.35 -0.8 -0.4 -0.4 -0.4 0 -0.4 D -0.8 -0.4 -0.4 PAREDES TELHADO CASO 1 CASO 2 CASO 3 CASO 4 0 0 0 0 0 -0.3 0 -0.3 90 0 90 0 90 -0.3 90 -0.3 -0.8 0 = -0.8 -0.7 0 = -0.7 -0.8 -0.3 = -1.1 -0.7 -0.3 = -1 0.7 0 = 0.7 0 0 = 0 0.7 -0.3 = 0.4 0 -0.3 = -0.3 -0.5 0 = -0.5 -0.6 0 = -0.6 -0.5 -0.3 = -0.8 -0.6 -0.3 = -0.9 -0.4 0 = -0.4 -0.4 0 = -0.4 -0.4 -0.3 = -0.7 -0.4 -0.3 = -0.7 -0.35 0 = -0.35 -0.4 0 = -0.4 -0.35 -0.3 = -0.65 -0.4 -0.3 = -0.7 -0.8 0 = -0.8 0 0 = 0 -0.8 -0.3 = -1.1 0 -0.3 = -0.3 0.7 0 = 0.7 0.7 -0.3 = 0.4 -0.4 0 = -0.4 -0.4 0 = -0.4 -0.4 -0.3 = -0.7 -0.4 -0.3 = -0.7 -0.4 0 = -0.4 -0.4 -0.3 = -0.7 -0.8 0 = -0.8 -0.8 -0.3 = -1.1 PAREDE TELHADO PAREDE TELHADO -0.4 0 = -0.4 -0.4 -0.3 = -0.7 PAREDE TELHADO PAREDE TELHADO C C -0.8 -1.1 0.7 0.4 -0.4 -0.7 -0.8 -0.8 -1.1 -1.1 0.7 -0.4 0.4 -0.7 -0.5 -0.5 -0.8 -0.8 -0.35 -0.35 -0.65 -0.65 D D -0.8 -0.4 -1.1 -0.7 -0.4 -0.7 -0.7 -0.7 -1 -1 -0.4 -0.4 -0.7 -0.7 -0.8 -0.8 -1.1 -1.1 0.7 -0.4 0.4 -0.7 3.8909568267344472 Q 3890.96 F1 -0.8 3890.96 12 1 = -37353 -52294.459751311 F1 -1.1 3890.96 12 1 = -51360.6301128947 F1 0.7 3890.96 12 1 = 32684 F1 0.4 3890.96 12 1 = 18676.5927683253 Q 3890.96 Q 3890.96 Q 3890.96 F4 -0.7 3890.96 12 1 = -32684 -45757.6522823971 F4 -1 3890.96 12 1 = -46691.4819208134 F4 -0.4 3890.96 12 1 = -18677 F4 -0.7 3890.96 12 1 = -32684.0373445694 Q 3890.96 F5 -0.7 3890.96 12 1 = -32684 -45757.6522823971 F5 -1 3890.96 12 1 = -46691.4819208134 F5 -0.4 3890.96 12 1 = -18677 F5 -0.7 3890.96 12 1 = -32684.0373445694 Fg 665.8 F8 -0.8 3890.96 12 1 = -37353 -52294.459751311 F8 -1.1 3890.96 12 1 = -51360.6301128947 F8 -0.4 3890.96 12 1 = -18677 F8 -0.7 3890.96 12 1 = -32684.0373445694 Fq 1500 6 F4 F5 F4 F5 F4 F5 F4 F5 -32684.0373445694 -32684 -46691.4819208134 -46691 -18676.5927683253 -18676.5927683253 -32684.0373445694 -32684.0373445694 CONTRAVENTAMENTO 0.30000000000000004 kn/m 0.3 KN/m PP TELHA 28.8 Kgf/m 0.288 KN/m F1 -37353 -52294 F6 F1 -51361 -51361 F6 F1 32684 -18677 F6 F1 18677 -32684 F6 PP PERFIL U 0.0778 0.0778 KN/m PESO PRÓPRIO Qpp 0.6658 0 0 0 0 F2 0 0 F7 0 0 SC 150 Kgf/m 1.5 KN/m 0 -37353 0 -51360.6301128947 F3 0 -18676.5927683253 F8 0 -32684.0373445694 300.00000000000006 288 COMB 1 COMB 2 COMB 3 COMB 1 COMB 2 COMB 3 COMB 1 COMB 2 COMB 3 COMB 1 COMB 2 COMB 3 77.8 665.80000000000007 F1 -31377 KN/m F1 -52294 KN/m F1 -43142.9292948316 F1 -71904.8821580526 F1 27454.5913694383 F1 45757.6522823971 F1 15688.3379253933 F1 26147.2298756555 F4 3032.12 KN/m F4 -24422 KN/m F4 -43356 KN/m F4 3032.12 F4 -36188.7248134832 F4 -62965.9546891387 F4 3032.12 F4 -12656.2179253933 F4 -23745.1098756555 F4 3032.12 F4 -24422.4713694383 F4 -43355.5322823971 F5 3032.12 KN/m F5 -24422 KN/m F5 -43356 KN/m F5 3032.12 F5 -36188.7248134832 F5 -62965.9546891387 F5 3032.12 F5 -12656.2179253933 F5 -23745.1098756555 F5 3032.12 F5 -24422.4713694383 F5 -43355.5322823971 F8 -31377 KN/m F8 -52294 KN/m F8 -43142.9292948316 F8 -71904.8821580526 F8 -15688.3379253933 F8 -26147.2298756555 F8 -27454.5913694383 F8 -45757.6522823971 Plan3 Plan4 COEFICIENTE DE PRESSÃO INTERNA CONSIDERA O ITEM item 6,2,6 -2 OU 0 PG 13
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