Structural Analysis Of Metal Shed DWG Block for AutoCAD

Detalles – specifications – sizing – Construction structures cuts

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

stake, ground boundary, lease of piles, v., its T., det. rafter beam, scale:, det. griddle, plant, column, plate mm., hole, isometric anchor, det. screw, screw, section, plate mm., nut, thread, column lead, plate mm., nut, screw, welding, its T., det. rafter beam, scale:, symbol, continuous propeller frame, stake, load, what, prof:, ton, obs .: depth or, standing on rock, block, concrete pillar, lean concrete, esp .:, ground level, ground, metal pillar, tape, typical block section, root cuttings, prof., on the rock., stake prop, prof., on rock., issue of study, data, revision, drawing, foundation form, drawing, concrete mpa, pre-slab type slab, reinforced concrete: steel, loads, and any doubt must be notified to the author of the, self-weight slab lining …………………, floor overload ………………………………………… ……….., all measures must be confirmed in the, Notes:, measured in centimeter where indicated, stakes, stakes, setage, color, pain, other colors, pain, Format, little, owner, kind:, local:, ref .:, esc .:, project shed, pav. ground floor, date: april, des .: gabriel britto, street teacher costa ribeiro garden america, rio de janeiro rj, project author, valdemar, gabriel barbosa britto, smaller than, stake, stake, stake, stake, stake, stake, stake, stake, stake, stake, stake, stake, stake, stake, stake, stake, stake, stake, stake, lease of piles, foundation forms, setage, color, pain, other colors, pain, Format, little, owner, kind:, local:, ref .:, esc .:, project shed, pav. ground floor foundations forms det., date: april, des .: gabriel britto, street teacher costa ribeiro garden america, rio de janeiro rj, project author, valdemar, gabriel barbosa britto, smaller than, det. license plate, plant, metal pillar, plate mm., screw, isometric, screw, anchor bolts, section, nut, thread, metal pillar, plate mm., nut, anchorage, weld, license plate, mm., its T., det. tape, scale:, symbol, stakes frame, stake, name, what, prof:, obs .: depth or, impenetrable, load, ton, block, concrete pillar, lean concrete, esp .:, ground level, ground, metal pillar, tape, typical block section, stakes, prof. or impenetrable, details metal anchorage, details straps, stake, prof. or impenetrable, issue of study, data, revision, concrete mpa, pre-slab type slab, reinforced concrete: steel, loads, and any doubt must be notified to the author of the, self-weight slab lining …………………, floor overload ………………………………………… ……….., all measures must be confirmed in the, Notes:, measured in meters where indicated, stake, prof. or impenetrable, shapes blocks, building blocks, shapes blocks, building blocks, stakes

Raw text data extracted from CAD file:

P-7-S A BL1- P1- 50/50cm 1 ESTACA P1- LIMITE DO TERRENO LIMITE DO TERRENO \A1;6.65 \A1;6.50 \A1;6.25 \A1;.35 \A1;6.95 \A1;5.00 \A1;5.50 \A1;5.22 \A1;.35 \A1;.35 \A1;.35 ESC.:1/100 LOCAÇÃO DAS ESTACAS \A1;.35 \A1;6.95 \A1;5.00 \A1;5.50 \A1;5.22 \A1;.35 \A1;.35 \A1;.35 \A1;6.65 \A1;6.50 \A1;6.25 V.R. \A1;0.30 \A1;0.50 EST. d 3/8″ x 1.48 .22 .42 3 d 5/8″ 2 d 1/2″ 6 d 5/8″ / 2 d 1/2″ -64.11095161843275 -64.11095161843275 .22 .42 DET. VIGA RIOSTRA .10 .10 ESCALA: 1/20 3 d 5/8″ \A1;0.127 \A1;0.127 \A1;0.06 \A1;0.127 \A1;0.06 \A1;0.127 \A1;0.127 \A1;0.06 \A1;0.127 \A1;0.06 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.60 S/ESC. DET. PLANCHA (B) PLANTA COLUMNA 260 x 260 x 11 PLANCHA E= 20 mm. AGUJERO S/ESC. ISOMETRIA ANCLAJE DET. TORNILLO TORNILLO d 3/4″ SECCION PLANCHA E= 20 mm. TUERCA S/ESC. ROSCA 0.40 0.20 COLUMNA CONDUVEN PLANCHA E= 20 mm. TUERCA TORNILLO d 3/4″ TORNILLO d 3/4″ SOLDADURA -54.24020258228528 -54.24020258228528 -54.24020258228528 -54.24020258228528 -54.24020258228528 -54.24020258228528 -54.24020258228528 -54.24020258228528 -54.24020258228528 -54.24020258228528 -54.24020258228528 -54.24020258228528 -54.24020258228528 -54.24020258228528 \A1;0.50 \A1;0.50 \A1;0.60 \A1;0.127 \A1;0.127 \A1;0.06 \A1;0.127 \A1;0.06 \A1;0.190 \A1;0.06 \A1;0.190 \A1;0.06 \A1;0.50 \A1;0.30 \A1;0.50 EST. d 3/8″ x 1.48 .22 .42 3 d 5/8″ 2 d 1/2″ 6 d 5/8″ / 2 d 1/2″ -64.30328742728396 -64.30328742728396 .22 .42 DET. VIGA RIOSTRA .10 .10 ESCALA: 1/20 3 d 5/8″ d600mm 122 SÍMBOLO QUADRO DE ESTACAS HELICE CONTÍNUA ESTACA CARGA QTE 6,0 m. PROF.: 60 Ton (MÍNIMA) OBS.: PROFUNDIDADE 6.0m OU PARANDO SOBRE A ROCHA \A1;70 \A1;5 \A1;90 \A1;20 \A1;10 BLOCO -8477.6896133821 -8477.6896133821 -8477.6896133821 -8477.6896133821 PILAR DE CONCRETO 50/50cm CONCRETO MAGRO ESP.: 5cm NÍVEL TÉRREO TERRENO TERRENO PILAR METÁLICO -8477.6896133821 CINTA CINTA ESC.:1/20 SEÇÃO TÍPICA BLOCO H= 70cm ESTACAS RAIZ d410mm PROF.: 6.0m OU 2.0m CRAVADOS NA ROCHA. \A1;45 \A1;45 \A1;90 \A1;45 \A1;45 \A1;90 BL1-90/90cm H-70cm -2057.190542739084 -2057.190542739084 -2057.190542739084 -2057.190542739084 -2057.190542739084 -2057.190542739084 1 ESTACA HELICE d600mm PROF.: 6.0m OU PARANDO SOBRE A ROCHA. \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.70 \A1;.70 – – – – 05 – – – – EMISSÃO DE ESTUDO 00 N 02 01 03 04 – – – DATA 20/03/13 REVISÃO – 02 DESENHO 01 N – – FORMA DA FUNDAÇÃO 05 04 03 07 – 06 N DESENHO – 10 – 09 – 08 – 2- Concreto fck=30 MPa 4- LAJE : TIPO PRÉ LAJE H=14cm 3- Concreto armado: Aço CA50A/CA60B 6- CARGAS : devendo qualquer duvida ser notificada ao autor do projeto; PESO PRÓPRIO ( LAJE + REVESTIMENTO ) : ………………… 500 KG/m2 SOBRECARGA PISO : ………………………………………………….. 300 KG/m2 5- Todas as medidas devem ser confirmadas no local, NOTAS: 1- Medidas em centímetro ,exceto onde indicado 10 59 64 4d10 L=266 10 70 10 59 62 4d10 L=262 4 79 61 1d4.2 L=288 4 79 60 1d4.2 L=286 80 8 57 57 4d8 L=245 70 70 Estacas: PRE-MOLDADO 10 79 64 4d10 L=306 29.5 15.5 15.5 29.5 10 70 P-1 10 79 62 4d10 L=302 29.5 15.5 15.5 29.5 80 P-1 10 77 77 4d10 L=328 90 90 Estacas: PRE-MOLDADO SETAGEM 3 7 7 6 4 7 7 5 7 2 7 1 Nº COR 0.3 0.6 0.4 0.5 0.2 0.1 PENA DEMAIS CORES PENA 0.1 FORMATO (um pouco PROPRIETÁRIO TIPO: LOCAL: REF.: ESC.: 1/75 PROJETO GALPÃO PAV. TÉRREO – PLANTA FUNDAÇÕES – ESTAQUEAMENTO DATA: ABRIL DE 2014 DES.: GABRIEL BRITTO RUA PROFESSOR COSTA RIBEIRO 549, JARDIM AMÉRICA RIO DE JANEIRO – RJ AUTOR DO PROJETO VALDEMAR GABRIEL BARBOSA BRITTO menor do que o A1) 01/2 A B C D 1 ESTACA E2- 1 ESTACA E3- 1 ESTACA E4- 1 ESTACA E5- 1 ESTACA E6- 1 ESTACA E7- 1 ESTACA E8- 1 ESTACA E9- 1 ESTACA E10- 1 ESTACA E11- 1 ESTACA E12- 1 ESTACA E13- 1 ESTACA E14- 1 ESTACA E15- 1 ESTACA E16- 1 ESTACA E17- 1 ESTACA E18- 1 ESTACA E19- 01 02 03 04 05 1 ESTACA E1- 5 5 5 5 5 5 5 5 5 5 5 P-31 P-31 P-31 P-31 P-31 P-31 P-31 P-31 P-31 P-31 P-31 P-31 P-31 P-31 P-31 P-31 P-31 P-31 P-31 ESC.:1/75 LOCAÇÃO DAS ESTACAS A B C D BL.1 (70X70 cm) P1- BL.1 (70X70 cm) P2- BL.1 (70X70 cm) P3- BL.1 (70X70 cm) P4- BL.1 (70X70 cm) P5- BL.1 (70X70 cm) P6- BL.2 (90X90 cm) P7- BL.2 (90X90 cm) P8- BL.2 (90X90 cm) P9- BL.1 (70X70 cm) P10- BL.1 (70X70 cm) P11- BL.2 (90X90 cm) P12- BL.2 (90X90 cm) P13- BL.2 (90X90 cm) P14- BL.1 (70X70 cm) P15- BL.1 (70X70 cm) P16- BL.1 (70X70 cm) P17- BL.1 (70X70 cm) P18- BL.1 (70X70 cm) P19- 01 02 03 04 05 5 5 5 5 5 5 5 5 5 5 5 ESC.:1/75 FORMAS DA FUNDAÇÕES C.1 C.1 C.1 C.1 C.1 C.1 C.1 C.1 C.1 C.1 C.1 C.1 C.1 C.1 C.1 SETAGEM 3 7 7 6 4 7 7 5 7 2 7 1 Nº COR 0.3 0.6 0.4 0.5 0.2 0.1 PENA DEMAIS CORES PENA 0.1 FORMATO (um pouco PROPRIETÁRIO TIPO: LOCAL: REF.: ESC.: 1/75 PROJETO GALPÃO PAV. TÉRREO – PLANTA FUNDAÇÕES – FORMAS E DET. DATA: ABRIL DE 2014 DES.: GABRIEL BRITTO RUA PROFESSOR COSTA RIBEIRO 549, JARDIM AMÉRICA RIO DE JANEIRO – RJ AUTOR DO PROJETO VALDEMAR GABRIEL BARBOSA BRITTO menor do que o A1) 02/2 S/ESC. DET. PLACA PLANTA PILAR METÁLICO PLACA E= 20 mm. PARAFUSO S/ESC. ISOMETRICO PARAFUSO PARAFUSOS DE ANCORAGEM d 3/4″ SEÇÃO PORCA S/ESC. ROSCA 0.40 0.20 PILAR METÁLICO PLACA E= 20 mm. PORCA ANCORAGEM d 3/4″ ANCORAGEM d 3/4″ SOLDA 5 5 5 5 5 5 5 5 5 5 5 5 5 PLACA E= 20 mm. EST. d 3/8″ x 1.48 .22 .42 3 d 5/8″ 2 d 1/2″ 6 d 5/8″ / 2 d 1/2″ .22 .42 DET. CINTA .10 .10 ESCALA: 1/20 3 d 5/8″ d310mm 19 UN SÍMBOLO QUADRO DE ESTACAS PRÉ-MOLDADAS ESTACA NOME QTE 8,0 m. PROF.: P-31 (MÍNIMA) OBS.: PROFUNDIDADE 8.0m OU IMPENETRÁVEL CARGA 20 Ton BLOCO PILAR DE CONCRETO 50/50cm CONCRETO MAGRO ESP.: 5cm NÍVEL TÉRREO TERRENO TERRENO PILAR METÁLICO CINTA CINTA ESC.:1/20 SEÇÃO TÍPICA BLOCO H= 80cm ESTACAS PRÉ-MOLDADA (P-31) PROF.: 8.0m OU IMPENETRÁVEL ESC.:1/20 DETALHES ANCORAGEM METÁLICA ESC.:1/20 DETALHES CINTAS (C.1) \A1;.10 \A1;0.80 \A1;.20 BL1-70/70cm H-80cm 1 ESTACA PRÉ-MOLDADA (P-31) PROF.: 8.0m OU IMPENETRÁVEL 5 5 5 5 5 5 – – 05 – – – – EMISSÃO DE ESTUDO 00 N 02 01 03 04 – – – DATA 05/04/14 REVISÃO – 2- Concreto fck=30 MPa 4- LAJE : TIPO PRÉ LAJE H=14cm 3- Concreto armado: Aço CA50A/CA60B 6- CARGAS : devendo qualquer duvida ser notificada ao autor do projeto; PESO PRÓPRIO ( LAJE + REVESTIMENTO ) : ………………… 500 KG/m2 SOBRECARGA PISO : ………………………………………………….. 500 KG/m2 5- Todas as medidas devem ser confirmadas no local, NOTAS: 1- Medidas em metros ,exceto onde indicado BL2-90/90cm H-80cm \A1;.90 \A1;.45 \A1;.45 \A1;.90 \A1;.45 \A1;.45 1 ESTACA PRÉ-MOLDADA (P-31) PROF.: 8.0m OU IMPENETRÁVEL ESC.:1/20 FORMAS BLOCOS (BL.1) ESC.:1/20 ARMAÇÃO BLOCOS (BL.1) FORMAS BLOCOS (BL.2) ESC.:1/20 ESC.:1/20 ARMAÇÃO BLOCOS (BL.2) \A1;0.30 \A1;0.50 10 79 64 4d10 L=306 10 70 10 79 62 4d10 L=302 80 10 77 77 4d10 L=328 90 90 Estacas: PRE-MOLDADO C.1 C.1 C.1 C.1 C.1 C.1 C.1 C.1 C.1 C.1 C.1 C.1 C.1 C.1