Jawearth Truss Structures Traccion DWG Detail for AutoCAD

Jawearth Truss Structures Traccion DWG Detail for AutoCAD

Structure under tension by solving a jawearth truss – spatial structural fabrics – Contains full calculation of cloth; columns and tensioners; and details of the critical points (meetings, anchors)

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

alumna herrera tania, assistant: capurro pablo albarenque juan m., sheet nº:, unmdp, traction structures, of loads: pp lt winds: lt kd xkzt kz qh cp qh loads kg kg kg reactions due to kg kg kg state tp tp kg tp tp kg tp rpp tp tp kg kg rb rpp tp kg, previous: tp tp kg of kg final states of loads: kg kg tp kg kg tp rpp tp rpp kg of load bearing cables: maximum load kg kg cable with textile web of diameter mm with a tensile strength of kg slopes: mm fabrics vinyl nylon use esp: mm weight: resistance resistance resistance: kg tn kg kg tn kg, ra tn, with textile web of mm diameter with a strength of a breaking load breakage of kg pre-dimensioned support of lower load-carrying cables rb kg kg kg kg kg kg cable with textile web of mm diameter with a strength of a breaking load breaking of kg break kg cable with textile web of mm diameter with a strength of a breaking load break of kg column takes the value of kg pre-dimensioned columns tn tn tn faith adopt cm cm cm kg lt, rb tn, section required profile adopted buckle, kg fe cm fe cm cm sk cm, horizontal bungee cable, photos of model, digital perspective, esc, plant, view, cord detail flexible cord, detail of union of tensioners in upper zone, detail of tensor meeting with fixation on foundations, tp traction structures, sheet nº:, sheet nº:, sheet nº:, sheet nº:, sheet nº:, sheet nº:, sheet nº:

Raw text data extracted from CAD file:

50 100 9 50.0 100.0 9.000000000000227 \A1;13 \A1;5 \A1;7.5 \A1;9 4.999999999993634 13.0 7.500000000006366 9.0 Alumna : Herrera Tania Ayudante: Capurro Pablo Albarenque Juan M. \T3.25;ESTRUCTURAS \T3;IV hoja nº: TP1 faud- unmdp 25,74 100,29 \A1;119.3 ESTRUCTURAS DE TRACCIÓN \A1;\LANÁLISIS DE CARGAS: -Peso propio= 20kg/m2 -Qpp= pp x a= 20 x 5 = 100 kg/m \fBankGothic Lt BT|b1|i0|c0|p34; VIENTOS: \fBankGothic Lt BT|b0|i0|c0|p34; -qh = 0.613 x v² x kd xkzt x L x kz -qh= 0.613 x (31)² x 0,85 x 1x1x 0,94= 1273 N/m² P= qh x G x cp - qh (Gcpi) P= 1273 x 0,85 x (-0,5) (-1273 x (-0,18) = -541 - 229,17= -770,17 N/m² = -78 kg/m² W= -78 kg/m² Qw= w x a= -78 x 5 = -390 kg/m \L ESFUERZOS MÁXIMOS:\l Hpp= \SQpp\/2 x L² /8f ; = \S50 x 50² /8x5;= 3125 Kg Vpp= \SQpp\/2 x L²/2; = \S50 x 50/2;= 1250 Kg Rpp= Hpp² + Vpp² = 3125² + 1250² = 3365,72 Kg \L REACCIONES DEBIDAS AL VIENTO:\l Hw= \SQw\/2 x L²/8f; = \S195 x 50²/8x5;= 12187 Kg Vw= \SQw\/2 x L/2; = \S195 x 50/2;= 4875 Kg Rw= Hw²+Vw² = 12187²+4875² = 13125 Kg \L ESTADO 0: Ra=Tp Rb=TP \L ESTADO 1: Ra= Tp + Rpp= Tp + 3365,7 Kg Rb= TP - Rpp= Tp - 3365,7 Kg \L ESTADO 2: Ra= TP + Rpp - Rw= Tp + 3365,7 - 13125 Kg= Tp - 9759 Kg Rb =TP - Rpp + Rw= Tp- 3365,7 + 13125 Kg= Tp + 9759 Kg \A1;\LTENSIÓN PREVIA: Tp - 9759 Kg= 0 Tp minima= 9759 KG B1=2 (coef de seguridad) Tp= 9759 x 2= 19518 Kg \L ESTADOS DEFINITIVOS DE CARGAS: \LESTADO1: Ra= Tp+ Rpp= 19518 Kg + 3365,7 Kg= 22883 Kg Rb= Tp - Rpp= 19518 Kg - 3365,7 Kg = 16152 Kg\L ESTADO 2: Ra= TP + Rpp - Rw= 19518 + 3365 - 13125= 9758 Kg\L Rb= Tp - Rpp + Rw= 19518 - 3365 + 13125= 29278 Kg \LPREDIMENSIONADO de los CABLES PORTANTES: Carga maxima de rotura= 29278 Kg x 2 = 58556 Kg Cable 6 x 19 con 1 alma textil de 31 mm de diametro con una resistencia de 160 kg/mm² y una carga de rotura de 60190 Kg \L PENDOLONES: qe= \S2R/L 1\/16 ² + 1; = \S2x 29278 Kg/50 1\/16 x 0.1² + 1; = 464,7 kg/m \S464,7x2/20; = 46,47 Kg/ 50 mm \L telas estructurales--- vinilo y nylon USA - esp: 0.66 mm - Peso: 0,61Kg/m²- Resistencia A= 360 Resistencia B= 305 \L APOYOS: Ra=2283 Kg ---- 22,8 Tn C1= 46352 Kg ---- 39Tn T3= 43085,2 Kg --- 37 Tn T3 rotura= 74000 Kg ( t3 x 2) Ra 22,8 Tn C1 39 Tn T3 37 qer1=25,74 qer2=100,29 qer=46,47 \A1;Cable 6 x 19 con 1 alma textil de 38 mm de diámetro con una resistencia de 160 kg/mm² y una carga de rotura rotura de 89370 kg \L PREDIMENSIONADO APOYO DE LOS CABLES PORTANTES INFERIORES Rb = 29278 Kg T'1 = 4000 Kg T2 = 28000 Kg T1= 8500 kg T1 rotura = 2800 kg x 2 =5600 Kg Cable 6 x 19 con 1 alma textil de 11 mm de diámetro con una resistencia de 160 kg/mm² y una carga de rotura rotura de 7610 kg T2 rotura = 28 x 2 = 56000 Kg Cable 6 x 19 con 1 alma textil de 31 mm de diámetro con una resistencia de 160 kg/mm² y una carga de rotura rotura de 60190 kg la columna toma el valor de T'1 4000 Kg \L PREDIMENSIONADO DE COLUMNAS C1+C2 =39 tn + 4 tn = 43 tn h = 13 m fn22 = te = 1400 kg/cm² \SN/te; = Fe Fe= \S43000/1400;= 30.71 Adopto 45,72 cm r = 15,89 cm 112.20 cm2 Pandeo= \U+03BB = sk/i = 1300 / 15.89 cm = 81.81 \A0;\U+03C9 = 1.77 1.77 x 43000 kg / 112.20 cm2 = 678.34 \A0;\U+2264 \A0;\U+03C3e\A1;\fBankGothic Lt BT|b1|i0|c0|p34;\L Rb 29,2 Tn T2 28 Tn T'1 = 4 Tn T1 2,8 Tn T1 2,8 Tn T'1 = 4 Tn sección necesaria perfil adoptado pandeo (verificación) N kg fe cm² d cm Fe cm² i cm h cm sk cm \U+03BB \U+03C9 Tk/cm² 43000 30,71 17,1 112.20 15,89 1300 1300 81.81 1.77 678 T1 8,5 Tn T3 43,3 Tn cable de arriostre horizontal 5 FOTOS DE MAQUETA PERSPECTIVA DIGITAL Esc 1:100 Esc 1:50 PLANTA VISTA VISTA Detalle de cable flexible de 6 cordones Detalle de union de tensores en zona superior Detalle de encuentro de tensor T3 con fijacion sobre cimientos \T3.25;ESTRUCTURAS \T3;IV \W9.94279; TP Nº 1 \W9.15304; Estructuras De tracción 5 5 \T3.25;ESTRUCTURAS \T3;IV hoja nº: TP1 \T3.25;ESTRUCTURAS \T3;IV hoja nº: TP1 \T3.25;ESTRUCTURAS \T3;IV hoja nº: TP1 \T3.25;ESTRUCTURAS \T3;IV hoja nº: TP1 \T3.25;ESTRUCTURAS \T3;IV hoja nº: TP1 \T3.25;ESTRUCTURAS \T3;IV hoja nº: TP1 \T3.25;ESTRUCTURAS \T3;IV hoja nº: TP1

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features
Tags	anchors, autocad, barn, calculation, cover, dach, DETAIL, details, dimensioning, DWG, full, hangar, lagerschuppen, loads, meetings, roof, shed, spatial, structural, structure, structures, tension, terrasse, toit, truss, wind