A Ladder Time DWG Block for AutoCAD

A Ladder Time DWG Block for AutoCAD

TIME CALCULATION OF A LADDER WITH FORMULAS AND GRAPHIC

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

Ln calculation, Steps, Of stairs, Step: contrapaso:, The max., solution:, Calculation of ln ln, Calculation of cm, Calculation of hm hm hm cm, First leg: staircase gorge, Second section: rest of the stairs, graph, Rb rb tn ra ra tn, Rab, Calculating mu, Mu max.

Raw text data extracted from CAD file:

1- Cálculo de Ln .25 1.60 7 pasos @ 0.30m .40 .70 Ln Wu1 (Descanso) Wu2 (Garganta de escalera b=1.60m Paso: 0.30m Contrapaso: 0.18m b= 1.60m -Hallar el M\fArial|b0|i0|c0|p34;u max. solucion: 1- Cálculo de Ln \fArial|b0|i0|c0|p34; 1.60 + (7x0.30) = 3.7m \fArial|b1|i0|c0|p34;\H1.3333x; Ln = 3.7m 2- Cálculo\fArial|b1|i1|c0|p34; t \fArial|b0|i0|c0|p34; \fArial|b0|i1|c0|p34; t\fArial|b0|i0|c0|p34; = 3.7\fArial|b0|i1|c0|p34; = 0.15 25 t\fArial|b0|i0|c0|p34; = 3.7\fArial|b0|i1|c0|p34; = 0.19 20 \fArial|b0|i0|c0|p34; t = 0.17m 3- Cálculo de Cos\fISOCPEUR|b1|i0|c0|p34;\U+0278\fArial|b0|i0|c0|p34; Cos\fISOCPEUR|b1|i0|c0|p34;\U+0278\fArial|b0|i0|c0|p34; = 30 \fISOCPEUR|b0|i0|c0|p34; 18² + 30²\fArial|b0|i0|c0|p34; \fArial|b1|i0|c0|p34;\H1.3333x; Cos\fISOCPEUR|b1|i0|c0|p34;\H0.75002x;\U+0278\fArial|b1|i0|c0|p34;\H1.3333x; = 0.8575 cm 4- Cálculo de hm \fArial|b0|i0|c0|p34; Hm = 17 0.8575 \fArial|b1|i0|c0|p34;\H1.3333x; hm = 28.83 cm = 0.2883 m + 18 2 5- Primer Tramo: Garganta de la Escalera \fArial|b0|i0|c0|p34; \fArial|b1|i0|c0|p34;P.P\fArial|b0|i0|c0|p34; = 1.2 x 0.2883 x 1.60 x 2.4 =\fArial|b1|i0|c0|p34; 1.33 t/m +\fArial|b0|i0|c0|p34; \fArial|b1|i0|c0|p34;Acabado\fArial|b0|i0|c0|p34; = 1.2 x 1.60 x 0.10 = \fArial|b1|i0|c0|p34;0.19 t/m s/c\fArial|b0|i0|c0|p34; = 1.6 x 1.60 x 0.60 = \fArial|b1|i0|c0|p34;1.54 t/m \fArial|b0|i0|c0|p34; \fArial|b1|i0|c0|p34;\H1.3333x; Wu2 = 3.06 t/m 6- Segundo Tramo: Descanso de la Escalera \fArial|b0|i0|c0|p34; \fArial|b1|i0|c0|p34;P.P\fArial|b0|i0|c0|p34; = 1.2 x 0.17 x 1.60 x 2.4 =\fArial|b1|i0|c0|p34; 0.78 t/m +\fArial|b0|i0|c0|p34; \fArial|b1|i0|c0|p34;Acabado\fArial|b0|i0|c0|p34; = 1.2 x 1.60 x 0.10 = \fArial|b1|i0|c0|p34;0.19 t/m s/c\fArial|b0|i0|c0|p34; = 1.6 x 1.60 x 0.60 = \fArial|b1|i0|c0|p34;1.54 t/m \fArial|b0|i0|c0|p34; \fArial|b1|i0|c0|p34;\H1.3333x; Wu1 = 2.51 t/m 7- Gráfica \fArial|b0|i0|c0|p34; \fArial|b1|i0|c0|p34;\H1.3333x; 1.60 + 0.25 2 2.10 + 0.20 2.30 1.725 4.33 T 7.04 T Wu2 = 3.06 t/m Wu1 = 2.51 t/m 0.8625m 1.15m \fArial|b0|i0|c0|p34; \fBodoni MT|b0|i0|c0|p18;\U+2211MA = 0 \fArial|b0|i0|c0|p34; 4.33(0.8625) + 7.04(2.875) - 4.025 RB = 0 RB = 5.96 TN \fBodoni MT|b0|i0|c0|p18; \U+2211MB = 0 \fArial|b0|i0|c0|p34; 7.04(1.15) + 4.33(3.1625) - 4.025 RA = 0 RA = 5.41 TN \fArial|b1|i0|c0|p34;\H1.3333x; RA + RB = 11.37 T \C256;8- Calculando Mu max.\fArial|b0|i0|c0|p34; \H0.75x; \fArial|b1|i0|c0|p34;\H1.3333x; Xo = \fArial|b0|i0|c0|p34;5.96\fArial|b1|i0|c0|p34; = 1.95 \fArial|b0|i0|c0|p34;3.06\fArial|b1|i0|c0|p34; \fArial|b0|i0|c0|p34; \fArial|b1|i0|c0|p34;\H1.3333x; Mu max. = \fArial|b0|i0|c0|p34;5.96\fArial|b1|i0|c0|p34; \fArial|b0|i0|c0|p34;(1.95) - 3.06 1.95² 2 \fArial|b1|i0|c0|p34; \fArial|b0|i0|c0|p34; \fArial|b1|i0|c0|p34;\H1.3333x; Mu max. = 5.80 T-M

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

ln calculation, Steps, Of stairs, step: contrapaso:, the max., solution:, calculation of ln ln, calculation of cm, calculation of hm hm hm cm, first leg: staircase gorge, second section: rest of the staircase, graph, rb rb tn ra ra tn, rab, calculating mu, mu max.

Raw text data extracted from CAD file:

1- Cálculo de Ln .25 1.60 7 pasos @ 0.30m .40 .70 Ln Wu1 (Descanso) Wu2 (Garganta de escalera b=1.60m Paso: 0.30m Contrapaso: 0.18m b= 1.60m -Hallar el M\fArial|b0|i0|c0|p34;u max. solucion: 1- Cálculo de Ln \fArial|b0|i0|c0|p34; 1.60 + (7x0.30) = 3.7m \fArial|b1|i0|c0|p34;\H1.3333x; Ln = 3.7m 2- Cálculo\fArial|b1|i1|c0|p34; t \fArial|b0|i0|c0|p34; \fArial|b0|i1|c0|p34; t\fArial|b0|i0|c0|p34; = 3.7\fArial|b0|i1|c0|p34; = 0.15 25 t\fArial|b0|i0|c0|p34; = 3.7\fArial|b0|i1|c0|p34; = 0.19 20 \fArial|b0|i0|c0|p34; t = 0.17m 3- Cálculo de Cos\fISOCPEUR|b1|i0|c0|p34;\U+0278\fArial|b0|i0|c0|p34; Cos\fISOCPEUR|b1|i0|c0|p34;\U+0278\fArial|b0|i0|c0|p34; = 30 \fISOCPEUR|b0|i0|c0|p34; 18² + 30²\fArial|b0|i0|c0|p34; \fArial|b1|i0|c0|p34;\H1.3333x; Cos\fISOCPEUR|b1|i0|c0|p34;\H0.75002x;\U+0278\fArial|b1|i0|c0|p34;\H1.3333x; = 0.8575 cm 4- Cálculo de hm \fArial|b0|i0|c0|p34; Hm = 17 0.8575 \fArial|b1|i0|c0|p34;\H1.3333x; hm = 28.83 cm = 0.2883 m + 18 2 5- Primer Tramo: Garganta de la Escalera \fArial|b0|i0|c0|p34; \fArial|b1|i0|c0|p34;P.P\fArial|b0|i0|c0|p34; = 1.2 x 0.2883 x 1.60 x 2.4 =\fArial|b1|i0|c0|p34; 1.33 t/m +\fArial|b0|i0|c0|p34; \fArial|b1|i0|c0|p34;Acabado\fArial|b0|i0|c0|p34; = 1.2 x 1.60 x 0.10 = \fArial|b1|i0|c0|p34;0.19 t/m s/c\fArial|b0|i0|c0|p34; = 1.6 x 1.60 x 0.60 = \fArial|b1|i0|c0|p34;1.54 t/m \fArial|b0|i0|c0|p34; \fArial|b1|i0|c0|p34;\H1.3333x; Wu2 = 3.06 t/m 6- Segundo Tramo: Descanso de la Escalera \fArial|b0|i0|c0|p34; \fArial|b1|i0|c0|p34;P.P\fArial|b0|i0|c0|p34; = 1.2 x 0.17 x 1.60 x 2.4 =\fArial|b1|i0|c0|p34; 0.78 t/m +\fArial|b0|i0|c0|p34; \fArial|b1|i0|c0|p34;Acabado\fArial|b0|i0|c0|p34; = 1.2 x 1.60 x 0.10 = \fArial|b1|i0|c0|p34;0.19 t/m s/c\fArial|b0|i0|c0|p34; = 1.6 x 1.60 x 0.60 = \fArial|b1|i0|c0|p34;1.54 t/m \fArial|b0|i0|c0|p34; \fArial|b1|i0|c0|p34;\H1.3333x; Wu1 = 2.51 t/m 7- Gráfica \fArial|b0|i0|c0|p34; \fArial|b1|i0|c0|p34;\H1.3333x; 1.60 + 0.25 2 2.10 + 0.20 2.30 1.725 4.33 T 7.04 T Wu2 = 3.06 t/m Wu1 = 2.51 t/m 0.8625m 1.15m \fArial|b0|i0|c0|p34; \fBodoni MT|b0|i0|c0|p18;\U+2211MA = 0 \fArial|b0|i0|c0|p34; 4.33(0.8625) + 7.04(2.875) - 4.025 RB = 0 RB = 5.96 TN \fBodoni MT|b0|i0|c0|p18; \U+2211MB = 0 \fArial|b0|i0|c0|p34; 7.04(1.15) + 4.33(3.1625) - 4.025 RA = 0 RA = 5.41 TN \fArial|b1|i0|c0|p34;\H1.3333x; RA + RB = 11.37 T \C256;8- Calculando Mu max.\fArial|b0|i0|c0|p34; \H0.75x; \fArial|b1|i0|c0|p34;\H1.3333x; Xo = \fArial|b0|i0|c0|p34;5.96\fArial|b1|i0|c0|p34; = 1.95 \fArial|b0|i0|c0|p34;3.06\fArial|b1|i0|c0|p34; \fArial|b0|i0|c0|p34; \fArial|b1|i0|c0|p34;\H1.3333x; Mu max. = \fArial|b0|i0|c0|p34;5.96\fArial|b1|i0|c0|p34; \fArial|b0|i0|c0|p34;(1.95) - 3.06 1.95² 2 \fArial|b1|i0|c0|p34; \fArial|b0|i0|c0|p34; \fArial|b1|i0|c0|p34;\H1.3333x; Mu max. = 5.80 T-M

Language	Spanish
Drawing Type	Block
Category	Stairways
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, calculation, degrau, DWG, échelle, escada, escalier, étape, formulas, graphic, ladder, leiter, staircase, stairway, step, stufen, Time, treppe, treppen