1. From the diagram illustrated below, determine the unknown value for each of the following. Round to 3 decimal places. a) ÁBC = 90°0' and r = 3.500 in. Find arc length ÁBC. A 17- b) Arc length ABC = 510.000 mm and r = 120.000 mm. Find 21 D c) Arc length ÁBC = 18.750 in. and 1 = 72°O'. Find r. %3D

1. From the diagram illustrated below, determine the unknown value for each of the following. Round to 3 decimal places. a) ÁBC = 90°0' and r = 3.500 in. Find arc length ÁBC. A 17- b) Arc length ABC = 510.000 mm and r = 120.000 mm. Find 21 D c) Arc length ÁBC = 18.750 in. and 1 = 72°O'. Find r. %3D

Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)

5th Edition

ISBN:9781305084766

Author:Saeed Moaveni

Publisher:Saeed Moaveni

Chapter7: Length And Length-related Variables In Engineering

Section: Chapter Questions

Problem 42P

See similar textbooks

Similar questions

E =29000Ksi I =750inch^4
PROBLEM 4: Given: b = 300mm, d = 450mm, As' = 2D25mm, d' = 65mm, fc' = 28MPA, and fy = 415MPA. Solve for Mn if: a. As = 3D32mm b. As = 4D32mm C. As = 6D28mm
Determine the centroid x-coordinate for the area shown below with respect to the given axis. Given a = 39 mm; b = 234 mm and d = 273 mm. %3D %3D %3D b a a 2a За 2a d a a A. 175.50 mm B. 148.20 mm C. 191.10 mm D. 157.75 mm
1m 6m A 30° Water B Area of segment of = (1/2)r2[(n/180)0 – sine] a circle Gate ACB is in a shape of a sector of a circle whose radius is 6m as shown. Determine the following: a) Horizontal component FH is Blank 1 KN b) Vertical component Fv is Blank 2 KN C) Distance of FH from point "C" is Blank 3 m C) Distance of Fv from point "C" is Blank 4 m Blank 1 Add your answer Blank 2 Add your answer Blank 3 Add your answer Blank 4 Add your answer
- 100 80 9 A3 200 1. What is the value of ybar from the 1-1 line 52.69 2. What is the value of centroidal MOI Ixx? 31543447 mm^4 3. What is the value of centroidal MOI lyy? 16794122 mm^4 >
PROBLEM: Given: b = 300mm, d = 450mm, As' = 2D25mm, d' = 65mm, fc' 28MPa, and fy = 415MPA. Solve for oMn if: a. As = 6D32mm b. As = 6D36mm
The relevant cross-sectional details of a compound beam comprising a symmetric l-section and a channel section (with welded connections), proposed for a steel gantry girder, are given below (all dimensions in mm) (a) Determine the depth of the centroidal axis y and the second moment of area, I and I, of the compound section. For computing include the full contribution of the yy channel section, but only the top flange of the I-section. (b) Determine the maximum compressive stress that develops at a top corner location on account of a vertical bending moment of 550.0 kNm,combined with a horizontal bending moment of 15.0 kNm.
What is the base angle at Slice 3 in the fgure below? a. 5o b. 16o c. -5o b. -16o
02-calculate the vertical movement of Points A 5 kulm A mona 1.5 - 2m 3m 4 + 4 + 2 + D=15mm 20kN D = 25mm 50 kN D=35mm E=20x10 N 123 3 2 80
A. TACHEOMETRY 1. A transit is set up at a distance back of the zero end of a level base line 240 m. long. The base line being marked by stakes at every 30 m. A rod is then held at successive stations along the base line. The stadia intervals at each location of the rod are tabulated below. It is required to determine the stadia interval factor of the instrument. Distance Stadia Distance Stadia Intercept Intercept 30 0.297 150 1.482 60 0.591 180 1.776 90 0.885 210 2.073 120 1.188 240 2.367
The accompanying schematic arrangement of line portray a differential level route. Th values indicated represent back-sight and foresight readings taken at different points as labelled. Prepare the complete differential level notes for the information shown and the customary arithmetic check. STA. BS HI FS ELEV. BM1 2.35 356.65 TP1 1.37 3.28 TP2 3.08 2.04 ТРЗ 1.54 3.61 ТР4 0.85 3.69 BM2 3.07 Arithmetic Check: Elevation BM1+(SUMMATION OF BS) -(SUMMATION OF FS) =BM2 A. Height of the instrument at TP4. B. Elevation of TP4. C. Difference in elevation of TP1 and TP4.
Q2) a.) Find the intersection coordinates of lines passing from AC and BD. b.) Find the area defined by the corner points A, B, C, and D. The Lengths in the below given figure are in meters. Use Gauss Method only. 17.42 B e----165.05 37.15 55.98 Yp Хр 39.47 22.75L D ol4.90 i 13.90 A 0.00 ty