Calculate deformation of truncated equilateral steel pyramid

Assignment Help Civil Engineering
Reference no: EM13305958

Calculate deformation of the truncated equilateral triangular steel pyramid. The pyramid has the height h of 156mm truncated at the top by 2mm and the base side s of 127mm. The compressive point load P is of 10,679N. Please recall that compression is considered negative. Ignore the self weight of the pyramid and consider it perfectly elastic. Young's modulus for steel can be taken as 210GPa. Give your answer in mm with five decimal places.

Reference no: EM13305958

Questions Cloud

Determine the density of such a star : Neutron stars consist only of neutrons and have unbelievably high densities. Find the density of such a star
Calculate the weight of a jetliner : The Mariana trench is located in the Pacific Ocean at a depth of about 11 000 m below the surface of the water. The density of seawater is1025 kg/m3. determine the weight of a jetliner
How long does it take to reach near-steady conditions : Theis Method plot drawdown vs. time for 4 observation wells, 5, 50, 100, 500 meters from well pumping at constant rate of 300 m^3/day in sandy confined aquifer. b=12 m, K=25 m/day, and S=10^-4.
Calculate the firm average collection period : Calculate the firm's new receivables balance if the company toughened up on its collection policy, with the result that all non-discount customers paid on the30th day.
Calculate deformation of truncated equilateral steel pyramid : Calculate deformation of the truncated equilateral triangular steel pyramid. The pyramid has the height h of 156mm truncated at the top by 2mm and the base side s of 127mm.
Perfect bayesian equilibrium : Assume that all the traders enter and then coordinate on playing the linear equilibrium derived in class/textbook (Gibbons). Is this a Perfect Bayesian Equilibrium? Is this a Bayesian Equilibrium? Why or why not?
What course of action should the firm take : Construct a pro forma balance sheet that indicates the firm's optimal capital structure. Compare this balance sheet with the firm's current balance sheet. What course of action should the firm take?
Obtain the maximum charge the cloud can hold : Consider the Earth and a cloud layer 600 m above the planet to be the plates of a parallel-plate capacitor. what is the maximum charge the cloud can hold
Calculate total metabolic heat generated by a singing canary : calculate the total metabolic heat generated by a singing canary taking into account heat transfer by radiation, convection and exhaling air. The air temperature is 20`C, canary's body internal and surface temperature is 33`C

Reviews

Write a Review

Civil Engineering Questions & Answers

  How many cubic yards of soil must be excavated from pit

The soil will be excavated from the borrow pit, moistened to increase the water content to 13.5% (assume i will not change the volume of solid mass) and then compacted to a final dry unit weight of 118 pcf.

  Calculate the ratio of area to volume for unit cube

calculate the ratio of area to volume for unit cube a unit sphere in inscribed inside the cube, and as write cylinder inscribed inside the cube.

  Compute the factor of safety by using an effective stress

A 2:1 natural slope is underlain by a 3-m thick (measured vertically) soil cover over bedrock. Compute the factor of safety by using an effective stress infinite slope analysis with c'=0 and o' (theres a line between that)= 35 degrees for the soil..

  Explain how to estimate the amount of rainfall for gauge x

The rain¬fall amounts at three adjacent stations A, B, and C were 4.2, 3.7, and 4.9 in., respectively. The average annual precipitation amounts for the gauges are X = 36.5, A = 42.1, B = 37.1, and C = 39.8 inches.

  Determine slenderness ratio l per r and euler buckling load

An aluminum alloy tube with an outside diameter of 2.9 in. and a wall thickness of 0.32 in. is used as a 19-ft-long column. Assume that E = 8300 ksi and that pinned connections are used at each end of the column.

  What is the permeability of the soil specimen in cm per sec

The diameter of the soil column is 8.0 cm, the length of the soil column is 16.0 cm. The hydraulic head loss across the soil specimen is 6.4 cm. Over a period of 3 min, 350 mL of water is collected at the downstream side of the soil specimen.

  Determine the error n in replacing the sine and the tangent

Determine the % error n in replacing the sine and the tangent of an angle by the value of the angle in radians for angle values 5,10,20 degrees. Explain the qualitative difference between the sine and tangent results.

  Allowable shearing stress

The allowable shearing stress is 15 ksi in the steel rod AB and 8 ksi in the brass rod BC. Knowing that the torque of magnitude T=10 kip * in. is applied at A, determine the required diameter of a) rod AB, b) rod BC.

  Isotropic and homogenous hydraulic conductivity

Assuming an isotropic and homogenous hydraulic conductivity of 0.0001 cm/s what is the magnitude and direction of specific discharge (q)?

  Determine the percentages of gravel-sand-silt and clay

The particle-size characteristics of a soil are given in this table. Draw the particle-size distribution curve. X-axis is Particle Size and Y-axis is Percent Finer Particle Size (mm): 0.425, 0.033, 0.018, 0.01, 0.0062, 0.0035, 0.0018, 0.001.

  Find average rate of co emissions during two hour period

above a peninsula of land. the length of the box is 25 km, its width is 80 km, and a radiation inversion restricts mixing to 25 m. Wind is blowing clean air into the long dimention of the box at 0.8 m/s.

  Describe how the surveyor would go about

State the full name of the section of SOLAS that sets out the minimum standards for the training and competence of crew members and describe how the surveyor would go about checking that a vessel had the necessary number of qualified staff.

Free Assignment Quote

Assured A++ Grade

Get guaranteed satisfaction & time on delivery in every assignment order you paid with us! We ensure premium quality solution document along with free turntin report!

All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd