Fundamentals Of Construction Estimating
4th Edition
ISBN: 9781337399395
Author: Pratt, David J.
Publisher: Cengage,
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Chapter 3, Problem 13RQ
To determine
The perimeter and area of given triangle.
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Calculate the perimeter and the area of the triangles with the following dimensions (refer to Figure 3.5): a = 10'0" a = 2750 mm b = 9'6" b = 2050 mm c = 3'0" c = 300 mm h = 2'0" h = 600 mm
Convert the equivalence scale 1 inch = 30 feet to a ratio scale.
O 1: 30
O 1:3,600
O 1:360
O 1:300
Given the diameter equal to 75mm,draw a regular pentagon
Chapter 3 Solutions
Fundamentals Of Construction Estimating
Ch. 3 - What is the objective of a quantity takeoff?Ch. 3 - Why is it recommended that estimators follow a...Ch. 3 - What is the difference between an estimator’s...Ch. 3 - Prob. 4RQCh. 3 - What are the two components that make up a takeoff...Ch. 3 - In what order are dimensions entered onto the...Ch. 3 - Why should a figured dimension be used in...Ch. 3 - Why should an estimator include headings and side...Ch. 3 - The cost of transportation of materials has to be...Ch. 3 - What level of accuracy should the estimator pursue...
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- From the diagram shown, all dimensions are in millimeters. Find the length of side x. 89°00" 2,268 2.250arrow_forwardCalculate the perimeter and the area of the parallelograms with the following dimensions (refer to Figure 3.5): a =12'0" a = 3600 mm b = 8'3" b =2000 mm h = 8'0" h = 2400 mmarrow_forwardLocate the centroid X of the plane area shown in mm from the coordinates axes. r = 80 mm. Write numerical value only and in 2 decimal places.arrow_forward
- Determine the internal moments at B and C and the support reactions due to the loads and support settlements of 8 mm at B and 25 mm at C. Assume the supports at B and C are rollers and A and D are pins. El is constant. 12 kN/m 12 kN/m A B. 4 m 6 m- 4 m FRAMES WITHOUT SIDESWAY Use slope deflection method to determine the reactions for the frame shown. 36 kN/m A 4 m 4 m 4 m Solve Problem 6 due to the given loads and a support settlement of 5 mm at B. Determine the member end moments and reactions for the frames shown by using the slope- deflection method. 7 8. Note: Use the 100 kN · m acting at joint C for Equilibrium Equation at the joint, not on FEM's. 18 kN/m B 100 kN · m 5 m El = constant A E = 200 GPa I = 1,360 (106) mm4 5 m 5 marrow_forwardLocate the centeroid X of the plane area shown in mm from the coordinate axes. r = 80 mm.arrow_forwardDetermine the coordinates of centroid for the given figure shown. 80 mm 50 mm Y 50 mm. 150 mm Xarrow_forward
- From the diagram shown, all dimensions are in millimeters. Find y. 89 00' 2.268 2.250arrow_forwardRotate the objects shown below by the indicated amount and sketch the result in the space provided. You do not need to include the coordinate axes in your sketch.arrow_forwardDefine matrix's diagonal, off-diagonal, subdiagonal, and superdiagonal elements. Illustrate each.arrow_forward
- Calculate the centroidal coordinates of the plane regions shown. Dimensions in mm. y 80 30 90 30 60 -20- Xarrow_forwardFind x. All dimensions are in inches. Round answer to the nearest second 2.250 2.601 4.059arrow_forwardConver the ratio scale 1:2400 to an equivalence scale. 1 inch = 20 feet 1 inch = 2,400 feet 1 inch = 200 feet O 1 inch = 2000 feetarrow_forward
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ISBN:9781337399395
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Publisher:Cengage,