Determine the ff unknowns on the beam shown belon using Area-moment method consider 150mm x 150mm section and t = 80 Epa show complete Solution Round of the final answer into 2 decimal places Determine the ff a) Vertical reaction at B in KN b) moment reaction at A in KN-m c.) Deflection at point C in mm d) Deflection at midspan of AB in mm. 36 kN/m ندا 3.6m 42 KN

Q: The block at C is moving downward at vc = 3.2 ft/s. (Figure 1) Figure WAB 2 ft B 3 ft 30⁰ 1 of 1…

A:

Q: Describe about the friction-circle analysis.

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A: finding out the mass curve relation.

Q: ISL TL = 499.9666667 --20)382) A horizontal distance of (500 m) must be lay out with a steel tape,…

A: Given values: Measured condition: Temperature: Tm = 50 degree C Tension = 120 N Pull: Pm =…

Q: For a highway curve with R= 1000 m, I = 16°30', and Pl station = 3 +264.759 m, calculate the…

A: R = 1000 m I = 16o30'

Q: Problem 1: Inputs: ● ● z = 2 m F = {-6i+2j+ 3 k} N Mo = { 5.6 i 13.8 j + 20.4 k} N-m a) Compute y…

A: Given: Z = 2m F = (-6i +2j +3k) Mo = (5.6i-13.8j+20.4k) Required : x, y, check using Mz and d

Q: Convert 227 ft/min to meters/sec

A: We know that, 1 ft = 0.3048 meters and 1 min = 60 sec

Q: ven 4 hr UH, derive the ordinate of 2 hr UH using S-Curve method? 0246 8 10 12 14 16 18 20 22 24 262…

A: Time (hr)4 hr UH (m3/sec)002842064388010110121301414616150181422013022112249026702852Form the given…

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A:

Q: Find elevation and Error by rise and fall method

A: station  B.S I.S F.S RISE  FALL ELEVATION 1 0.107         100 2   1.376     1.269 98.731 3…

Q: railroad curve has D₂ = 5°00', I = 27°00', and PI station=37+45.00 ft. Use the chord definition to…

A: a chord is a straight line segment connecting two points on a curve, such as an arc or a circle. A…

Q: Analysis this graph explaining the relationship between the head loss and velocity

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Q: A river is approximated as a trapezoid as shown below. For the sides n=0.09. For the bottom n=0.02.…

A: Formula used Q= summation of (1.49/ni×Ai×Ri 2/3×So1/2)

Q: The % error, or Eso = 0.6745(0), is the so called probable error. It establishes limits which the…

A: The 50% error, or E50 = 0.6745(σ), is the so called probable error. It establishes limits which the…

Q: Given 4 hr UH, derive the ordinate of 2 hr UH using S-Curve method? 024 6 8 10 12 14 16 18 20 22 24…

A:

Q: Part A elevA H L Datum B elevB he, hr, z and the measured slope length L were 5.19 ft, 6.09 ft, 92°…

A: Step 1:The given quantities are : ℎ𝑒=5.19𝑓𝑡.ℎ𝑟=6.09𝑓𝑡.𝑧=92°32′44′′Slope length (L) =…

Q: Q: Find the distance x in fig below, use the common intensity method as (i= 1200/1+90) x 150 m Sewer…

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Length and Length related Variables

Length can de defined as the measurement or extent of physical quantities or objects from one terminal to another terminal. Stone age humans used finger length, step length, and so on to measure the size or displacement of an object. Nowadays, depending on how precise the measurement requires to be and the object’s size is measured, we use measuring devices for measurements like rulers and steel tape. Most people have used a ruler or tape measure to measure a particular distance or the size of an object. For more precise measurements of tiny objects, the development of measurement tools such as the Vernier caliper, which permits us to measure dimensions within 1/1000 of an inch. In the last few decades, electronic distance measuring instruments (EDMI) have been implemented that permit us to measure distances from a few feet to many miles with reasonable accuracy.