Use Castigliano’s Theorem (See picture below) Write the Moment function for the real beam. Write the corresponding derivative of the Moment function for the beam with the correct load applied. Write the complete integral for Castigliano’s Theorem. Specify all the integration limits. Calculate the slope and deflection of the beam at one-third of span AC from A.

Use Castigliano’s Theorem (See picture below) Write the Moment function for the real beam. Write the corresponding derivative of the Moment function for the beam with the correct load applied. Write the complete integral for Castigliano’s Theorem. Specify all the integration limits. Calculate the slope and deflection of the beam at one-third of span AC from A.

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter14: Sheet-pile Walls

Section: Chapter Questions

Problem 14.5P

See similar textbooks

Similar questions

Water flows in a wide channel at Fr=4.5 and y1 = 2.40 m. If the flow undergoes a hydraulic jump, calculate: y2
A rectangular channel 1 m wide, Chézy C = 60, S = 0.0064, carries 1 m/s. Determine the velocity.
17. Using horizontal direction in cm/day 18. if the hydraulic gradually for the soil formation is 0.75 19 aquifer in cubic meters per day pls ans:
Design an irrigation channel to carry 45 m^3/Sec of discharge. The channel is to be laid at a slope of 1 in 4000. The critical velocity ratio for the soil is 1.1. Use kutter's rugorsity Coefficient as 0.025.
The uniform swamp gate has a mass of 4000kg and a width of 1.7m. Determine the angle for the equilibrium if the water rises to a depth of d=1.7m.
Determine the following: If w1=5 kN/m and W2 = 7 kN/m, Est = 210 GPa, b = 50 mm and h = 150 mm.
Determine support reaction . Given p=120 kn
Determine the head loss in the "smooth" pipe in meters if its friction factor is 0.014. a.12.9517 b.39.5136 c.30.4889 d.99.9358 What gage pressure p1 in kPa, is needed to provide the given flow rate? a.1692 kPa b.1121 kPa c.1328 kPa d.1725 kPa
A dam with specific weight of 24 kN/m3, has dimensions of 6m on top, 20m at the bottom and 27m high has water 22m deep acting on its vertical side. Compute the location of the vertical resultant force from the toe. CHOICES: a.) 8.01 b.) 18.10 c.) 1.80 d.) 10.81
A rectangular gravity dam has a height 5 m. It retains 3 mdeep of water. Calculate the minimum width of the concrete damthat is necessary to prevent the dam from sliding. The specificgravity of the concrete is 2.4 and the coefficient of frictionbetween the base of the dam and the foundation is 0.50. Use factorof safety against sliding of 1.5. a. 3.214 m b. 2.345 mc. 1.125 m d. 1.254 m
A pressure of 35 m of head of water is equal a. 34.40 kN/m² b. 343.40 kN/m² O c. 3500 kN/m² d. 3.50 kN/m²
4. A reservoir supplies water to a horizontal 6′′ pipe 800 ft long. The pipe flows full and discharges into the atmosphere at the rate of 2.23 cfs. What is the pressure in psi midway in the pipe, assuming the only lost head is 6.20 ft in each 100 ft of length? indicaye free body diagram