The area of the hollow part within the shaded area is 58.8 m² and the y-coordinate of its centroid is 4.294 m. Figure is not to scale. y 0.5 m 0.5 m 0.4 m 7 m 0.6 m | 1.7 m 1.9 m'" 7 m 1.9 m 1.7 m Calculate the centroid (x, y) of the shaded region. (T, T) т.

The area of the hollow part within the shaded area is 58.8 m² and the y-coordinate of its centroid is 4.294 m. Figure is not to scale. y 0.5 m 0.5 m 0.4 m 7 m 0.6 m | 1.7 m 1.9 m'" 7 m 1.9 m 1.7 m Calculate the centroid (x, y) of the shaded region. (T, T) т.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: 1. For the area shown, calculate the radii of gyration about the x- and y-axes. - 60– 30 25 90 20…

Q: determine the shape factor and the plastic zone length sigma_{y} = 30OMPA 350 mm 200 mm 8 mm y 200…

A: Objective: To obtain Shape factor and Fully plastic moment of the given built up section.…

Q: PROBLEM 7 What is the head loss (ft) in Problem 6 if Manning's formula is applied with n = 0.012?

Q: 10 kN/m 25 kN m A E B IC 1 m 1m 3 m 2 m Fig. P4.31 DEFLECTIONS IN BEAMS USING DOUBLE INTEGRATION…

Q: A bridge is to be built across a 7.5 m wide almost rectangular river with uniform flow depth of 2.5…

A: n=0.003

Q: le of forces at A and system is to be repla

Q: Compute the flexural stress (MPa) in the steel for the beam shown using transformed-area method.…

Q: 500KN 200mm 100mm 45° P

Q: Problem no. 1: The difference in elevation between observed points A and B is 47 m and the…

A: Solution: Given Data: Difference in elevation between observed points A and B is 47 m. Horizontal…

Q: 2

A: Step 1:Step 2:

Q: If the stadia constant is 0.381 m., determine the following: A. Length of line AB. B. Difference…

Q: QUESTION 4 Determine the natural frequency and mode shape for given two story building and apply the…

A: The objective of the question is to determine the natural frequency and mode shape for a two-story…

Q: 1. A dumpy level with an internal focusing telescope was set up on the left bank of a river and rod…

Q: For the following plane surfaces (Figures A, B and C) determine the following: a) area A (m²)…

A: To find area subjected to hydrostatic force ,center of gravity and hydrostatic force acting on the…

Q: 4. If 0 = 30° and = 6 KN , determine the magnitude of the resultant force acting on the eyebolt and…

Q: Using any Geometric Methods only: (Double Integration, Conjugate Beam, Area Moment) Determine the…

A: To determine the deflection at B. To solve the given problem, we can use the Double integration…

Q: 6. Locate the intersection of Resultant with the x-axes as shown in the figure. • 0.38 m • 0.41 m •…

A: To find intersection of resultant with x axis

Q: Solve the following using Double Integration Method lo kaN /ma いニ Aon =? man bm ル EI = lo00 kN-m2

A: given- simply supported beam with UDL to find - maximum deflection.

Q: How to get the 0.716N (from the underlined value on the picture)?

Q: 4. Determine the deviation under the load X with respect to the tangent at A 5. Determine the…

A: Given: Required: deviation under the load X with respect to the tangent at A deviation under the…

Q: For this, the interior angles εa =297μ, εb =800μ, εc = 471μ, heights are read with a drawing rosette…

Q: Contrast between: a- Apparent and true dip. b- Apparent and true thickness

A: Contrast Between Apparent and True Dip: S. No. Apparent Dip…

Q: 5. Line AB was measured to be 2465.75 m when using a 100 m steel tape supported only at the ends…

A: Measured length = L = 2465.75m Steel tape length = 100m Pull applied for measurement = P = 9Kg…

Q: The measurements x1 = 8m, x2 = 6m, and x3 = 4m represent the sides of a rectangular parallelepiped…

A: The values given in the question are as follows x1=8 m x2=6 m x3=4 m Systematic errors are ∆x1=0.004…

Q: 32 kps 05 For the beam shown, estimate the displacement at point B in terms of El.

A: Given: Force = p= 32 kips To find: Displacement Note: Displacement = Slope and deflection.

Q: Q: From the figure below, find the elevation of points A, B and C. Knowing that the elevation of the…

Q: Determine the horizontal distance from A to B if the readings are: ROD STADIA READING POSITION UPPER…

Q: For the overhanging beam shown, solve C1 in the Ely function from the double integration method.…

Q: What is the Deflection at 2.5 m to the right of B in mm? Indicate the negative sign if the answer is…

Q: a. Two points A and B (distance =100m) were nominated at the field and Two points A and B (distance…

A: The staff readings at point A and point B are given in the above table.The leveling instrument is…

Q: 1.) Midspan deflection 30 30 5 10

Q: Figure (a) shows a channel section that has an area of 3790 mm? and its moment of inertia about the…

Q: Solve the differential Equation. Please show complete solution.

A: DIFFERENTIAL EQUATIONS:

Q: Which among the following determines the direction of closing error? O a. Tan δ = Σ/ΣΟ b. Tan 8 =…

A: A closing error is a distance that failed to close the end of the traverse line with its starting…

Q: 2a kata Jof a homogeneous, planar plate of constant thickness in the figure. 24 - the coordinates of…

A: Given:- The planar plate has a constant thickness The coordinates of the centroid M (Xm, Ym) The…

Q: 2. A transit with a stadia interval factor solve in # 1 was set at C on the line between points A…

A: The given data is shown below: Stadia constant=0.831m

Q: Find the time required to lower the water level from 3 m to 2 m in a reservoir of dimension 80 m x…

Q: Find dy by implicit diferentiation if sec(ry) = 6y. dx

A: sec(xy) = 6y..................(1) we will differentiate equation (1) with respect to x

Q: Find the x and y coordinates of the centroid shaded area. Integration is indicated to solve. 1. 4 ft…

Concept explainers

Highway Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.

Question

The area of the hollow part within the shaded area is 58.8 m² and the y-coordinate of its centroid is 4.294 m.
Figure is not to scale.
y
0.5 m
0.5 m
0.4 m
7 m
0.6 m'
| 1.7 m' 1.9 m
7 m
1.9 m 1.7 m'
Calculate the centroid (x, y) of the shaded region.
(7, 7)
т.

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

14. Shown in the accompanying Figure C are the measured offsets from a traverse line AB to an irregular boundary and the spacing between the offsets. Determine the area bounded by the traverse line, the irregular boundary and the end offsets using a.) Trapezoidal rule b.) Simpson's One-third rule and c.) Compute the difference between Trapezoidal Rule and Simpson's One-Third Rule 5.60 6.40 7.90 6.20 7.50 950 12.30 10.80 2.70 h₁ h₂ h, h₂ ns nh₂ ng am-6m 6m 6m 6m 6m 6m 6m²- ing
Complete solution pls.
A transit with a stadia interval factor of 100.8 was set at C on the line between points A and B, and the following stadia readings were observed. Position of Vertical Hair Rod Readings Middle 1.175 Angle Upper Lower +15 35 -8°08 Rod at A 1.330 1.020 m 1.736 m Rod at B 1.972 1854 If the stadia constant is 0.381 m., determine the following: 1. Length of line AB. 2. Difference in elevation between points A and B. 3. Find the horizontal distance from the transit to the rod held at B. 4. Show the solutions and sketches.
100 and C = 2) A transit with a stadia interval factor of K = at point C on the line between points A and B,and the following stadia readings were observed: 0.381 was set Vertical Hair Readings(m) Position of Rod angle() -7.14 Middle Upper 1.540 1.960 Lower Rod held at A Rod held at B 1.395 1.250 12.28 1.800 1.640 Determine the following: a) length of line AB b)difference in elevation between points A and B
Given: b = 300mm, d = 450mm, As’ = 2D25mm, d’ = 65mm, fc’ = 28MPa, and fy = 415MPa. Solve for ɸMn if: As = 6D32mm
Start For the shaded region, let a = 100 mm a a. labus a/2 ments 3/2a es 2a a/2 Determine the coordinate of the centroid with respect to the barred axes.
Please arrange the data in a table
Given: b = 300mm, d = 450mm, As’ = 2D25mm, d’ = 65mm, fc’ = 28MPa, and fy = 415MPa. Solve for ɸMn if: b. As = 6D36mm
With your pencil, make a dot on the position of your best visual estimate of the centroid of the triangular area. 17.0 13.6 10.2 6.8 3.4 0 0 3.4 (x, y) = (i 6.8 10.2 13.6 Now refer to Sample Problem 5/2 and to Table D/3 and find the exact location of the centroid. 17.0 i )
PLEASE ANSWER THIS QUESTION ASAP!!!
What is the Deflection at 2.5 m to the right of B in mm? Indicate the negative sign if the answer is negative Use Any GEOMETRIC METHOD Use E = 200 GPa, I = 300 x 10° mm 15 kN 25 kN / m В 15 kN - m 2.5 m 6.5m
Can you please provide the solution on solving the centroid answers are provided. 1. Centroid from the base : 49.78 2. Centroid from the left side: 77.73