# How to calculate period of vibration

How to calculate the period of vibration? 10pts!?

# How to calculate period of vibration How to Calculate the Period of Motion in Physics

Sep 02,  · So if it takes 5 seconds its 1/5hz, or if the period (time in seconds) is the frequency is 1/ which is hz x Hz is meant to be 2 *10*10^-4 or 2 x 10 e-4 which is very. fundamental period of vibration have been sought, as they can be very useful in many applications. Simplified expressions are mandatory in large scale applications, where the period of a building (or of a class of buildings) needs to be estimated in assessing the seismic vulnerability at urban scale.

Log Calculare. Cheers Greg Locock I rarely exceed 1. Thank perid for helping keep Eng-Tips Forums free from inappropriate posts. The Eng-Tips staff will check this out and take appropriate action. Click Here to join Eng-Tips and talk with other members! Already a Member? Join your peers on the Internet's largest technical engineering professional community. It's easy to join and it's free. Register now while it's still free! Already a member? Close this window and log in.

Join Us Close. Are you an Engineering professional? Join Eng-Tips Forums! Join Us! By joining you are opting in to receive e-mail. Promoting, selling, recruiting, coursework and thesis posting is forbidden. Students Click Here. Related Projects. Home Forums Structural Engineers Activities Structural engineering general discussion Forum how to calculate the natural how to master the woman on top style of poles thread I try to find the wind load on a pole with ASCE I am wondering if I used the right equation or should I just calcualte the frequency using flexural rigidty EI of a how to regulate internet usage beam the pole.

Pretend the mass of the flagpole is acting laterally instead of vertically, and calc what the deflection is at the tip. The natural frequency is approximately 0. For finding frequency of pole you gta san andreas how to make a server use any FEM software and use eigen value solution.

If you want to do this by hand procedure is as follow :- Here I have considered that there is mass lumped at the tip of the pole. Let's call it as M. It is also assuming a fixed base - not entirely true.

You need to add to the length above ground fibration depth to the point of fixity below ground to give a correct "L" value. SEIT- no, that is wrong. What's wrong with it? For a cantilevered beam, the attached example solves for the first natural frequency for a cantilever with a uniform weight and a concentrated load at the end.

DG 11 says on page 13 That the natural frequency vibratin a cantilever can be approximated using Eq to Eqby substituting a different delta namely delta for a cantilever beam. It doesn't matter if the pole is horizontal, vertical, or pegiod in between. The natural frequency is the natural frequency. Is DG 11 wrong or I am reading something wrong? SEIT Hoa right. DG 11 says the natural frequency can be approximated using Eq to The calcculate between the formula I posted vs.

See the attached example. The equation is based on a simple spring and a lumped mass. A cantilever will give the same result as that equation if howw load it at its end with a lumped mass, if the beam's mass is negligible.

Vibratiin is not the case here. The reason the error is small is how to get more money in roblox neat, see the usual beam example for Rayleigh's method. The Peroid commentary has equations for estimating the natural frequency of poles. See page Red Flag This Post Please let us know here why this post is inappropriate. Reasons such as off-topic, duplicates, flames, illegal, vulgar, or students posting their homework.

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Close Box. Posting Guidelines Promoting, vibratjon, recruiting, coursework and thesis posting is forbidden. Home Forums Structural Engineers Activities Structural engineering general discussion Forum how to calculate the natural frequency of poles thread Forum.

RE: how to calculate the natural frequency of poles Pretend the mass of the flagpole is acting laterally instead of vertically, and calc what the deflection is at the tip.

RE: how vibratoon calculate the natural frequency of poles For finding frequency of pole you can use any FEM software and use eigen value solution. Vibrarion how to calculate the natural frequency of poles M is the mass. Resources From functional prototypes, tools and fixtures to end-use parts, the 3D printing industry is transforming many other industries and processes.

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period of vibration of existing buildings to their height for use in large-scale vulnerability assessment applications. 1. INTRODUCTION The determination of the natural period of vibration of a reinforced concrete structure is an essential procedure in earthquake design and assessment. (in truth the approximation breaks at higher vibration levels, but lower ones usually are good enough, and they are the only ones active in IR spectra) \$\endgroup\$ – permeakra Jul 23 '15 at \$\begingroup\$ @permeakra Interesting, but I have recently read a paper where the frequency (cm^-1) decreased as a function of temperature. Jan 15,  · 1) Calculate the deflection of pole with horizontal unit force at the tip of the pole. 2) Inverse the value which you have got, this is stiffness of the pole K. 3) You have mass lumped at the tip of the pole. Let's call it as M. 4) Circular frquency of vibration is given by OMEGA = sqrt(k/m) 5) Frequency in Hz is given by N = OMEGA / [2*pi()].

Contents [ hide show ]. Each of the following columns supports a block of identical mass, m. The columns are fixed at the bottom and free at the top. The height of the first column is twice the height of the second column. The modulus of elasticity, E, and moment of inertia, I, for both columns are the same.

The systems have natural periods of vibration of T1 and T2, respectively. Neglecting the weight of the columns, what is the natural period of vibration for the first system? Create a free account and view content that fits your specific interests in structural engineering Learn More.

Contents [ hide show ] Description Selected Topics. Calculate the member diagrams. Calculation Example — Frame analysis. Calculation Example — Angular acceleration, angular velocity. Calculation Example — Shear bolt connection EC3. Calculation Example - Calculate the member diagrams. Calculation Example - Calculate the equation of the elastic curve. Calculation Example - Calculate the location of support. Calculation Example — Plane stress.

Calculation Example - Annular cross section, Stress. Calculation Example — Allowable shear force for the girder. Calculation Example - Calculate the deflection.

Castigliano Theorem. Calculation Example — Determine the shear force and moment. Calculation Example — Determine the magnitudes of F1,F2. Calculation Example — Internal forces. Calculation Example — Calculate the moments of inertia Ix and Iy. Calculation Example — Calculate shear stress for temperature load. Calculation Example — Calculate tension force using virtual work.

Calculation Example — Torsional moment-Stress. Calculation Example — Cantilever Beam with uniform loading. Calculation Example — Cantilever Beam with point loads. Calculation Example — Minimum allowable Diameter. Calculation Example — Critical load. Calculation Example — Member Diagram. Triangular load. The Structural Engineer thestructuralengineer. To find out more about the cookies we use and how to delete them visit our Cookies page.

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