Urban Workbench

Engineering Related All Numericals with Solution are here.

Pages

Home
Numerical Analysis
Fluid Mechanics 1 & 2
Structure Analysis 1 & 2
Engineering Mechanics
Probability and Statistics
Engineering Survey 1 & 2
Concrete Technology
Geotechnical Engineering I
Quantity Surveying and Estimation
Engineering Students Must Haves
Mechanics Of Solid

Contact Us

We are glad to take up any Bussiness related talks up with you, related to this website. Please contact us via email or phone number given below.

guln0197@gmail.com

Mob: +923159777380

thanks!

Email This BlogThis!Share to X Share to Facebook Share to Pinterest

No comments:

Post a Comment

Subscribe to: Posts (Atom)

Fluid Mechanics: Fundamentals and Applications 4th Edition

Foundation and Forensic Geotechnical Engineering: Proceedings of the Indian Geotechnical Conference

Design of Reinforced Concrete 10th Edition

Search This Blog

Munson, Young and Okiishi's Fundamentals of Fluid Mechanics 8th Edition

PPI PE Civil Reference Manual, 16th Edition, A Comprehensive Civil Engineering Review Book Sixteenth

Probability & Statistics with R for Engineers and Scientists 1st Edition, Kindle Edition

Labels

Fluid Mechanic 1 & 2
Structure Analysis 1 & 2
Probability and Statistics
Engineering Mechanics
Engineering Survey 1 & 2
Numerical Analysis
Concrete Technology
Engineering Students Must Haves
Geotechnical Engineering I
Quantity Surveying and Estimation
Mechanics Of Solid
Transportation Engineering

Translate

Wikipedia

Search results

Building Construction Illustrated 6th Edition

Concrete Technology: Theory and Practice, 5e

Structural Analysis Made Easy: A practice book for calculating statically determined systems

Geotechnical Engineering: Unsaturated and Saturated Soils 1st Edition

Popular Posts

A pitot-static tube placed in the centre of a 300 mm pipe line has one orifice pointing upstream and other perpendicular to it. The mean velocity in the pipe is 0.80 of the central velocity. Find the discharge through the pipe if the pressure difference between the two orifices is 60 mm of water. Take the co-efficient of Pitot tube as Cv = 0.98.

A pitot-static tube placed in the centre of a 300 mm pipe line has one orifice pointing upstream and other perpendicular to it. The mean ve...
An oil of viscosity 0.1NS/m20.1NS/m2 and relative density 0.9 is flowing through a circular pipe of diameter 50 mm and of length 300 m. The rate of flow of fluid through the pipe is 3.5 litres per second. Find the pressure drop in a length of 300 m and also the shear stress at the pipe wall.

An oil of viscosity 0.1 N S / m 2 0.1 N S / m 2 and relative density 0.9 is flowing through a circular pipe of diameter 50 mm and of lengt...
Water is to be supplied to the inhabitants of a college campus through a supply pipe. The following data is given: Distance of the reservoir from the campus = 3000 m Number of inhabitants = 4000 Consumption of water per day of each inhabitant = 180 liters Loss of head due to friction = 18 m Co-efficient of friction for the pipe, f = 0.007 If the half of the daily supply is pumped in 8 hours, determine the size of the supply main.

Water is to be supplied to the inhabitants of a college campus through a supply pipe. The following data is given: Distance of the reservo...

subjects

Concrete Technology
Engineering Mechanics
Engineering Students Must Haves
Engineering Survey 1 & 2
Fluid Mechanic 1 & 2
Geotechnical Engineering I
Mechanics Of Solid
Numerical Analysis
Probability and Statistics
Quantity Surveying and Estimation
Structure Analysis 1 & 2
Transportation Engineering

Report Abuse

Blogger templates

Applied Partial Differential Equations with Fourier Series and Boundary Value Problems (Classic Vers

Structural Engineering Handbook, Fifth Edition 5th Edition

Pages

Contact Us

Pages

Terms of Use

Pages

Privacy Policy

Pages

About Us

Calculus: Essential Skills Practice Workbook with Full Solutions - Derivatives, Limits and Integrals

Construction Planning, Equipment, and Methods, Ninth Edition 9th Edition

teel Structures Design for Lateral and Vertical Forces, Second Edition 2nd Edition

Numerical Analysis 3rd Edition

Powered by Blogger.