Truss For School 2 2D DWG Block for AutoCAD

truss for college

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

structural design of the hº:, last limit state, obs. any change to design disclaims liability to the calculator, When the excavation is carried out, the fatigue must be checked, dispose under the cm shoes of cleaning concrete, geometric covering of structural elements, height of foundation, foundations, permissible soil fatigue, of the soil., columns, shoes, permissible voltage, side cm, structural analysis:, method of calculation, finite element method, resistance characteristic of the steel traction:, resistance characteristic of concrete compression:, material resistance, fck mpa, fyk mpa, permanent load, overloads, hail load, sheet thickness mm, column, bracket, mm straps, mm bolts, continuous welding, support without lateral displacement, mm bolts, sheet thickness mm, fiery fyk mpa, drawer profile mm, mm straps, scale, mm bolts, corrugated iron mpa, drawer profile mm, continuous welding, stirrup cm, scale, sheet thickness mm, scale, arc welding, cold rolled steel, characteristics, fixed support without lateral displacement, stirrup cm, bracing beam cm

Raw text data extracted from CAD file:

7.00 m 0.60 m 1.50 m 0.10 m 0.30 m 1.38 m 5.00 m 5.00 m 5.00 m 5.00 m 5.00 m 5.00 m 1.38 m 32.75 m 7.00 m 23.00 m 1.50 m 0.30 m 3.20 m 0.30 m 0.05 m 1.60 m 0.10 m 0.30 m 1.50 m 1.10 m 0.60 m 0.20 m 1.60 m 0.10 m 0.30 m 0.55 m 0.55 m 0.30 m 0.50 m 1.50 m 0.30 m 0.30 m 0.15 m 7.00 m 0.25 m 12.00 m 4.25 m 0.30 m 3.50 m 0.30 m 0.30 m 0.50 m 0.30 m 0.25 m 0.25 m 0.40 m 0.30 m 0.25 m 0.60 m 0.30 m 0.30 m 0.30 m 0.15 m 0.50 m 3.35 m 3.65 m 1.00 m 1.00 m 0.30 m 0.30 m 0.30 m 0.30 m 0.50 m 7.00 m 0.25 m 4.25 m 12.00 m 1.00 m 1.00 m 1.00 m 2.01 m 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Diseño estructural del Hº: CBH-87 Estado Límite Último Obs. Cualquier cambio al diseño deslinda de responsabilidad al calculista Cuando se realice la excavación para las cimentaciones, se deberá verificar la fatiga Disponer bajo las zapatas 10 cm de hormigón de limpieza (solera) – Recubrimento geométrico de elementos estructurales Altura de fundación – Fundaciones Fatiga admisible del suelo admisible del suelo. Columnas Zapatas Tensión Admisible = 0.30 Kg/cm² -1.50 m r = 2.50 cm r = 5,00 cm r = 5,00 cm lateral Análisis estructural: – Método de cálculo NOTAS.- Método Elemento Finito (SAP2000) Resistencia característica del acero a tracción: Resistencia característica de hormigón a compresión: – Resistencia de materiales fck = 20 MPa = 200 Kg/cm² fyk = 500 MPa = 5000 Kg/cm² Carga Permanente – Sobrecargas Carga de Granizo CP = 0.15 KN/m² CG = 2.50 KN/m² 5 5 5 5 5 5 5 5 Ed8 c/15 cm Ed8 c/15 cm Ed8 c/15 cm 4d20 4d20 5 5 5 5 5 PLANCHA 25×25 cm, ESPESOR 6 mm 3d16 (160 cm) 3d10 c/5 (200 cm) COLUMNA 30×50 MÉNSULA 30x30x45 6d12 Ed12 c/20 cm Ed10 c/20 cm 3d16 6d12 5 2d12 5 5 5 5 5 5 5 5 2P100x50x15x3 mm 2P100x50x15x3 mm 2P100x50x15x2 mm 2P100x50x15x3 mm 2P100x50x15x2 mm P100x50x15x2 mm 2P100x50x15x2 mm 2P100x50x15x3 mm 2P100x50x15x2 mm P100x50x15x2 mm 2P100x50x15x2 mm 5 6d12 Ed12 c/20 cm Ed10 c/20 cm 3d16 6d12 3d16 3d16 4d20 4d20 4d20 4d20 5 5 2P100x50x15x3 mm 2P100x50x15x3 mm 2P100x50x15x2 mm P100x50x15x2 mm 2P100x50x15x2 mm P100x50x15x2 mm 2P100x50x15x2 mm CORREAS 150x50x15x2 mm CORREAS 150x50x15x2 mm CORREAS 150x50x15x2 mm 4 PERNOS d16 mm (60 cm) SOLDADURA CONTINUA APOYO FIJO, SIN DESPLAZAMIENTO LATERAL 4 PERNOS d16 mm (60 cm) PLANCHA 25×35 cm, ESPESOR 6 mm FIERRO CORRUGADO, FYK 500 MPa PERFIL CAJÓN 100x50x15x2 mm CORREAS 150x50x15x2 mm ESCALA 1:20 ESCALA 1:50 ESCALA 1:5 ESCALA 1:12.5 ESCALA 1:12.5 ESCALA 1:20 4 PERNOS d16 mm (30 cm) FIERRO CORRUGADO 500 MPa PERFIL CAJÓN 100x50x15x3 mm SOLDADURA CONTINUA ESTRIBO d6 c/15 cm 4d16 2d12 ESCALA 1:20 PLANCHA 25×25 cm ESPESOR 6 mm 5 5 5 5 5 ESCALA 1:5 – SOLDADURA Estructural por arco eléctrico Fu = 3380.00 kg/cm² Fy = 2480.00 kg/cm² A37 ; ES24 – ACERO LAMINADO EN FRIO CARACTERÍSTICAS APOYO FIJO SIN DESPLAZAMIENTO LATERAL 5 5 4d20 4d20 ESTRIBO d8 c/15 cm 2d12 VIGA DE ARRIOSTRE 30×30 cm 5 5 5 5 5 5 5 5