## lagrange''s mean value theorem, Civil Engineering

Assignment Help:
Write some appplications of lagrange''s mean value thorem

#### Related Discussions:- lagrange''s mean value theorem

Q. What are advantages and disadvantage of varnishing? Varnish is a clear pale solution of a resinous substance ( like amber, common resin, copal, lac, or shellac 0 dissolved i

#### Stress design method, You have been selected to assist the structural engin...

You have been selected to assist the structural engineer for a bridge replacement project.  Your task is to design the size of the footing for an interior bridge pier, based on the

#### Measure the cohesion of internal friction of the soil, A cylindrical specim...

A cylindrical specimen of a saturated soil fails under an axial stress 150 kN/m 2 in an unconfined compression test. The failure plane makes an angle of 52° with the horizontal.

Reasons of common occurrence of "inadequate pile founding level" in piles of piers The most severe load on piers usually is the horizontal load owing to berthing and mooring o

#### Retaining Wall With metallic Strip Reinforcment, How muct the cost the Mett...

How muct the cost the Mettallis Strips?

#### #high way engineering about road pavements.., what is the function of longi...

what is the function of longitudinal joints in concrete road pavements?

#### Total maximum surface deflection of the pavement system, A stationary 40 kN...

A stationary 40 kN single axle load (applied on a circular contact area of radius = 152 mm = 6") is applied to each of the flexible pavement structures indicated below. Assuming li

#### Critical-depth relationship, If y1 and y2 are alternate depths of a rectang...

If y1 and y2 are alternate depths of a rectangular channel show that Yc³ =2y1²y2²/(y1+y2) Also specific energy E = y1²+y1y2+y2²/(y1+y2)

#### Concrete, What is compacting factor

What is compacting factor

#### Control reinforcement corrosion, Crack width limitation ( In many stand...

Crack width limitation ( In many standards and code of practice of numerous countries, allowable size of crack width is generally limited to less than 0.5mm for reinforced conc