Construction Management
5th Edition
ISBN: 9781119256809
Author: Daniel W. Halpin, Bolivar A. Senior, Gunnar Lucko
Publisher: WILEY
expand_more
expand_more
format_list_bulleted
Concept explainers
Question
Chapter 3, Problem 1RQE
To determine
The differences between “liquidated damages” and a “penalty” for the late completion of the contract.
Expert Solution & Answer
Explanation of Solution
The difference between the “liquidated damages” and a “penalty” for the late completion of the contract is as follows:
The difference between the former and the latter is that the liquidated damages is the sum of money that the concerned project owner loses for not completing the project, whereas the penalty for the late completion of the contract simply means that the contractor needs to pay a fine for not completing the work on time or rather completing the work after the due time. It is unrelated. It differs from liquidated damages, which can be shown by the project owner for receiving the finished work late.
Want to see more full solutions like this?
Subscribe now to access step-by-step solutions to millions of textbook problems written by subject matter experts!
schedule00:45
Students have asked these similar questions
5. Draw the shear and moment diagrams for each member of the frame.
6kN/m
B
6 m
4 m
6 kN
Problem #2 (Moment Distribution 11-11 from
text) Determine the moments and B, C and D. El
is constant.
10 k⚫ft
A
-10 ft→
800
B
1.5 k/ft
D
E
боб
-20 ft-
20 ft
10 ft-
10 k⚫ft
2. Problem 4.33.
4-33. Draw the shear and moment diagrams for the beam.
600 lb/ft
-6 ft
-12 ft
Chapter 3 Solutions
Construction Management
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
- *4-36. Draw the shear and moment diagrams for the compound beam. 150 lb/ft 6 ft B -3 ft 150 lb/ftarrow_forward4. Draw the shear and moment diagrams for each member of the frame. The joint at B is fixed connected. 60 ||-3m- 4 kN/m 5 m Carrow_forward4-43. Draw the shear and moment diagrams for each member of the frame. Assume A is fixed, the joint at B is a pin, and support C is a roller. 6 kN/m B 4 m- 1.5 m 1.5 m 12 kNarrow_forward
- Q1) Determine the member end forces of the frames shown by utilizing structural symmetry and anti-symm.(Derive each member forces and show BMD,SD,AFD) 20 kN/m 40 kN/m C D Hinge Ẹ F B 5 m 3 m -3 m 5 m E, I, A constant 12 marrow_forwardQ1) Determine the member end forces of the frames shown by utilizing structural symmetry and anti-symm.(Derive each member forces and show BMD,SD,AFD)arrow_forwardDetermine the symmetric and antisymmetric components of the loadings shown in the figure with respect to the axis of symmetry of the structure.arrow_forward
- What are some software tools that have been designed to produce an automatic quantity takeoff in construction?arrow_forwardWhen constructing a sand volleyball court how would you control drainage and erosion, mitigation dust and noise, and control traffic on the construction site?arrow_forwardWhat are the building code requirements when building an outdoor sand volleyball court in Kentucky?arrow_forward
- H.W. A soil profile is shown in figure below. Calculate the values of ot, o', u at points A, B, C and D. draw the variation of ot, o', u with the depth. 3m Water table 2.5m + 2m D Rock Dry sand, e=0.52, Gs=2.65 Sand, e=0.52, Gs=2.65 Clay, w=45%, e = 1.22arrow_forwardNo chatgpt pls will upvotearrow_forwardCalculate steel quantity in kg for CF3, CF4,CF5, CF6 from foundation layout and other footing? The depth of CF3, CF4,CF5 and CF6 are 50, 55,55 , 60 cm in order. Both long and short bar for CF3, CF4,CF5 and CF6 are Y14@15c/c T&B, Y14@15c/c T&B, Y14@15c/c T&B, Y14@12c/c T&B in order. 2. Calculate quantity of flexible sheet from foundation layout?arrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you
- Fundamentals Of Construction EstimatingCivil EngineeringISBN:9781337399395Author:Pratt, David J.Publisher:Cengage,Engineering Fundamentals: An Introduction to Engi...Civil EngineeringISBN:9781305084766Author:Saeed MoaveniPublisher:Cengage LearningArchitectural Drafting and Design (MindTap Course...Civil EngineeringISBN:9781285165738Author:Alan Jefferis, David A. Madsen, David P. MadsenPublisher:Cengage Learning
- Construction Materials, Methods and Techniques (M...Civil EngineeringISBN:9781305086272Author:William P. Spence, Eva KultermannPublisher:Cengage LearningTraffic and Highway EngineeringCivil EngineeringISBN:9781305156241Author:Garber, Nicholas J.Publisher:Cengage LearningResidential Construction Academy: House Wiring (M...Civil EngineeringISBN:9781285852225Author:Gregory W FletcherPublisher:Cengage Learning
Fundamentals Of Construction Estimating
Civil Engineering
ISBN:9781337399395
Author:Pratt, David J.
Publisher:Cengage,
Engineering Fundamentals: An Introduction to Engi...
Civil Engineering
ISBN:9781305084766
Author:Saeed Moaveni
Publisher:Cengage Learning
Architectural Drafting and Design (MindTap Course...
Civil Engineering
ISBN:9781285165738
Author:Alan Jefferis, David A. Madsen, David P. Madsen
Publisher:Cengage Learning
Construction Materials, Methods and Techniques (M...
Civil Engineering
ISBN:9781305086272
Author:William P. Spence, Eva Kultermann
Publisher:Cengage Learning
Traffic and Highway Engineering
Civil Engineering
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Cengage Learning
Residential Construction Academy: House Wiring (M...
Civil Engineering
ISBN:9781285852225
Author:Gregory W Fletcher
Publisher:Cengage Learning