Fundamentals Of Construction Estimating
4th Edition
ISBN: 9781337399395
Author: Pratt, David J.
Publisher: Cengage,
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Chapter 3, Problem 12RQ
To determine
Theperimeter and area for given Parallelogram.
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From the diagram shown, all dimensions are in millimeters. Find the length of side x.
89°00"
2,268
2.250
Calculate 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 mm
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
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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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
- The outer diameter of a pipe is drawn to circumscribe a square whose side is 3.75 cm long. If the inner diameter is inscribed in the same square, what is the cross-sectional area of the pipe? A. 11 cm? B. 8 cm? C. 16 cm2 D. 13 cm? E. None of the abovearrow_forwardCalculate the centroidal coordinates of the plane regions shown. Dimensions in mm. y 80 30 90 30 60 -20- Xarrow_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 centroid of the plane area shown. The indicated distances are radii of quarter-circles. y 100 mm 100 mm Xarrow_forwardLocate the centroid C(x, y) of the plane area shown below. Arrange your calculations in a tabular form and enter them in the table given below. Segment 30 mm 54 mm A [mm²] 54 mm x [mm] 72 mm ỹ [mm] X 48 mm xA [mm³] ỹA [mm³]arrow_forwardDetermine 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_forward
- Define matrix's diagonal, off-diagonal, subdiagonal, and superdiagonal elements. Illustrate each.arrow_forwardQuestion 12 For the shown shaded figure (sketch not to scale). given a= 3 cm, b = 12 cm and c4 cm, determine the distance, in cm, between the centroid of the shape and the x-axis. (1 decimal place)arrow_forwardLocate the centroid of the plate area shown below: (All units are in mm). Ø200 Ø150 300 300 Ø50 50 50 275arrow_forward
- Question 6 For the given cross-section, calculate the Shape Factor about Y-Y axis. o = 280 y 10 mm 100 mm 10 mm N mm2 100 mm 80 mm www 10 mmarrow_forwardLocate the centeroid X of the plane area shown in mm from the coordinate axes. r = 80 mm.arrow_forwardsides of a parallelogram measures 150mm and 85mm. if one of the diagonals is 135mm long, determine the length of the other diagonal.arrow_forward
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