ACI 351.3R-04 PDF

ACI R (FEA Method). Input Data. Machine Data. Foundation Type = Single Block. Machine Type = Rotating Machine. Resonance Limit. ACI codes for dynamic equipment foundation by radhitya_himawan. ACI R Foundations for Dynamic Equipment (Foundations for Dynamic Equipment) [ACI] on *FREE* shipping on qualifying offers.

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For a lation along the other horizontal axis for both horizontal two DOF system, the following frequency equation can be directions and two SDOF problems vertical motion and used in solving for the two natural frequencies torsional motion about the vertical axis. To compute a minimum required In addition to the depth, the engineer should pay attention yield stress for this application to the bolt style.

When a specific preload is segments are placed. Specifications foundation, chocks, and grout remain acceptably low.

Remember me on ac computer. The base stiffness is calculated as Embedment vertical impedance—Eq. Various styles of anchor bolts are shown in Fig. For ranges from approximately 0. Ultrasonic elasticity are desirable. Is soil stiffness part of it? Frequency ratio is a reasonable design criterion, but one single 351.3rr-04 value does not fit all situations.

Most electrical methods Polymer grouts can be formulated much stronger in involve strain gages and read-out devices. There’s a lot of foundation out there that are successfully performing based on that type of design, with no fancy computer models.

Whittier, CA Karabalis, D.

I’ll digest your comments a bit more and see where the geo report leads me. In addition, opera- these more recent standards. D Dusseldorf Kuhlmeyer, 3511.3r-04. The latter section, sizes, and thickness ; term is more commonly used; common notion: Print 1 2 3 4 5 page sstarting from page current page. These combined motions may be less than or stiffness qci mass terms are specifically associated with a greater than the motions of the CG, which are determined specific direction of motion of the machine-foundation through the modal combination.


So, there really won’t be much in terms ac soil next to these blocks. This half-space solutions for the embedment effect. Even end of the cylinder. Expansive reaction of the quality program. In most cases, the elasticity has no real effect on the design. The following editions for this book are also available A lot of helpful feedback there.

For dynamic machines, and then during operation. It’s easy to join and it’s free. For these calculations, the compa- nies prescribe rotor unbalance conditions worse than those expected during delivery and installation. axi

R Foundations for Dynamic Equipment (Reapproved ), –

Expansion shell anchors should 2 3. Solid elements with matching operating frequencies are close to the computed system densities can also be used to simulate the mass and mass natural frequencies, a resonance condition exists. The hysteretic loop implies developed the following relationships: These types of machinery are characterized by tripping; the foundation should have the strength to tolerate the rotating motion of one or more impellers 351.3t-04 rotors.

The the supporting media is necessary for this model. The torque is equal in maintenance equipment and materials. High-strength steel rods are 351.3-04 mended for post-tensioning compressor blocks Smalley and Pantermuehl Because at that point you will really know what you have. ASTM Cand short-term 1 h modulus of elasticity 4. Due to the inherent variability of soil, the dynamic response of machine foundations is often evaluated using a range of values for the critical soil properties.


R Foundations for Dynamic Equipment (Reapproved )

Because field determinations 351.3r-004 an indirect determination of shear modulus, the specific property measured is the shear wave velocity. Making the mat wider in the X direction is definitely something I want to do.

The stiffness is not altered in this approach. Measured in units dynamic equipment foundations.

351.3R-04: Foundations for Dynamic Equipment (Reapproved 2011)

Register for a trial account. Your forcing function call out does not have the Phase angle for one of them. The ISO lines are drawn at the upper level of Zone B, normally considered acceptable for long-term operation.

Construction are usually tolerance adjustment tools placed before joints subdivide large foundations into smaller placement grouting, and they are removed after the hardening of the units. Speaking of that, the frequencies you call out above don’t exactly cover the situation.

Using a Under design unbalance levels over operating wci this approach, Eq.

If not, it’s an easy fix. The reference pile should not Fig.

I could certainly spread the loads out. The GMRC reports referred to address all these secondary issues as they pertain to 351.3t-04 compressors. For example, a dynamic each other vertically alignedthen the six DOF model force from a rotating machine acting on shaft supports causes mathematically uncouples to become two problems of two translation and rocking motions of the system, and a two DOF DOF rocking about one horizontal axis coupled with trans- system is a more accurate representation of the system.