Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
:A puncture of length 250 m, with a trapezoidal section and slope of the sides 1: 1.5, the value of the Mannek coefficient = 0.005, the slope of the puncture floor = 0.0 0024 and the drainage Q = 0.45 m / sec, suppose that the relationship b = 2.2Y is the relationship between the width of the bottom and the height, calculate 1- The amount of concrete (M2) required to line the bottom of the puncture with %3D a thickness of 15 cm 2- The concrete cost required to line the bottom of the puncture if the cost of a cubic meter is

:A puncture of length 250 m, with a trapezoidal section and slope of the sides 1: 1.5, the value of the Mannek coefficient = 0.005, the slope of the puncture floor = 0.0 0024 and the drainage Q = 0.45 m / sec, suppose that the relationship b = 2.2Y is the relationship between the width of the bottom and the height, calculate 1- The amount of concrete (M2) required to line the bottom of the puncture with %3D a thickness of 15 cm 2- The concrete cost required to line the bottom of the puncture if the cost of a cubic meter is

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
See similar textbooks
icon
Related questions
Question
:A puncture of length 250 m, with a trapezoidal section and slope of the sides 1: 1.5, the value of the Mannek coefficient = 0.005, the slope of the puncture floor = 0.0 0024 and the drainage Q = 0.45 m / sec, suppose that the relationship b = 2.2Y is the relationship between the width of the bottom and the height, calculate 1- The amount of concrete (M2) required to line the bottom of the puncture with a thickness of 15 cm 2- The concrete %3D cost required to line the bottom of the puncture if the cost of a cubic meter is 250 thousand dinars 3- Is the trapezoid shape suitable for the design of the puncture? This is mathematically proven
Transcribed Image Text::A puncture of length 250 m, with a trapezoidal section and slope of the sides 1: 1.5, the value of the Mannek coefficient = 0.005, the slope of the puncture floor = 0.0 0024 and the drainage Q = 0.45 m / sec, suppose that the relationship b = 2.2Y is the relationship between the width of the bottom and the height, calculate 1- The amount of concrete (M2) required to line the bottom of the puncture with a thickness of 15 cm 2- The concrete %3D cost required to line the bottom of the puncture if the cost of a cubic meter is 250 thousand dinars 3- Is the trapezoid shape suitable for the design of the puncture? This is mathematically proven
Expert Solution
steps

Step by step

Solved in 3 steps

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Knowledge Booster
Connections
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
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning
SEE MORE TEXTBOOKS