Fundamentals of Construction Estimating
4th Edition
ISBN: 9781337670999
Author: David Pratt
Publisher: Cengage Learning US
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Chapter 3, Problem 9RQ
The cost of transportation of materials has to be allowed for in the estimate, but this item is not usually measured or even referenced in the takeoff. List six other similar items.
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1. Create Diagrams: Draw the shear and moment
diagrams for the given beam.
8k
15k-ft
B
12 k
-6 ft-
-8 ft--8 ft-
-8 ft-
4k
4 ft 2 ft
10:46
Mechanics of Deform...
← CE104.2T.24.25. FA 1
5 of 6
2.5/10
Rigid bar ABCD is loaded and supported as shown.
Steel [E=27800 ksi] bars (1) and (2) are unstressed
before the load P is applied. Bar (1) has a cross-
sectional area of 0.83 in.² and bar (2) has a cross-
sectional area of 0.45 in.2. After load P is applied, the
strain in bar (1) is found to be 670 με. Assume L₁=58
in., L2-94 in., a=26 in., b=22 in., and c=36 in.
Determine:
(a) the stresses in bars (1) and (2).
(b) the vertical deflection VD of point D on the rigid
bar.
(c) the load P.
A
L₁
B
L2
a
b
223
D
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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
- exact answerarrow_forwardQ2: For the overhanging beam BD shown, draw the "Influence Lines" for RB, RD S.F. at C (VC) and B.M. at C (Mc) using the static equilibrium method. A B 4 m 5 m 7 marrow_forwardQ1: Draw N.F.D, S.F.D and B.M.D for the frame shown below. Knowing that t support at A is hinge, and at D is roller. B 2 m 5 kN/m C 30 kN 2 D 5 marrow_forward
- please the correct answerarrow_forwardQ1: Draw N.F.D, S.F.D and B.M.D for the frame shown below. Knowing that the support at A is hinge, and at D is roller. br Section C-D) 5 kN/m MC = 30x2) + (Dx *4) D لاک 15 B 2 m 2 m 30 kN DA DX 2 marrow_forwardQ2: For the overhanging beam AC shown, draw the "Influence Lines" for RA, RC, S.F. at B (VB) and B.M. at B (MB) using the static equilibrium method. 2 m B AC D 2 m 3 marrow_forward
- answerrarrow_forwardanwer pleasearrow_forwardCurrent Attempt in Progress The bell-crank mechanism is in equilibrium for an applied load of F₁ = 16 kN applied at A. Assume a = 330mm, b = 190mm, c = 75mm, and 0 = 35°. Pin B is in a double-shear connection and has a diameter of 32 mm. The bell crank has a thickness of 24 mm. Determine (a) the shear stress in pin B. (b) the bearing stress in the bell crank at B. Bell crank Support bracket- Answers: Tpin Bi B a b MPa Ob = i MPaarrow_forward
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