it would be incorrect to refer to shear strength in g or kg because shear strength is a force not mass
Shear:- -Gardening shear -scissors Torsion:- -Tornado -Ruler -twisting sponge Compression:- -Mattress -jumping board (used in gymnastics) if it doesnt dont bother finding on the internet thats what i did but i couldnt find anything just ask your teacher even though thats would be the last thing you would do.
Incorrect, it's actually "Breaking bonds in a Polysaccharide" Tested. (Apex.)
Sludge is Non-Newtonian fluid so the viscosity will not be constant with shear stress, it changes. Therefore, I would either use the right equation taking into consideration the shear stress with strain relationship, or to make it easy if you can model the sludge as some heavy oil or something where you can just use a constant viscosity for that.
Well, it would depend on the part of the bike you are talking about because there are different forces acting. For example. Spokes: There is tension (tensile strength) Seat post: Has compression (compressive strength) handlebar: torsion (torsion strength)
Grass Shears is an example of WEDGE... HOPE IT WOULD HELP THANKS A LOT. ADD ME IN FB Tanya Marie firmeza BYE!
For most steels . . . Shear Strength = 0.577 * UTS You can also say S.S = 0.577 * Yield and that would be the strength against yeilding.
the shear size and strength of the killer whale would own the polar bear
That depends on what the "mass" is made of. The angle of repose depends on the material the slope is made from and the presence (amount) of water in the material. Fs = Shear Strength/Shear Stress
As a geotechnical engineer, shear box testing can be specified as an aid to geotechnical design in several situations, particularly when dealing with cohesive soils or materials with shear strength considerations. Here are some scenarios where shear box testing may be beneficial: Determination of Shear Strength Parameters: Shear box testing is commonly used to determine the shear strength parameters of soils, such as the cohesion (c) and angle of internal friction (φ). By applying controlled shear stresses to soil samples in a shear box apparatus, engineers can measure the shear resistance and deformation characteristics of the soil under various loading conditions. Stability Analysis of Slopes and Embankments: Shear box testing can provide valuable data for assessing the stability of slopes, embankments, and other geotechnical structures. By analyzing the shear strength parameters obtained from shear box tests, engineers can evaluate the potential for slope failure, assess factors of safety, and design appropriate reinforcement measures. Evaluation of Soil Stabilization Techniques: Shear box testing can be used to evaluate the effectiveness of soil stabilization techniques, such as the addition of stabilizing agents or geosynthetic reinforcements. By conducting shear box tests on treated soil samples, engineers can assess the changes in shear strength and deformation behavior resulting from the stabilization measures. Pavement Design and Evaluation: Shear box testing can be useful in pavement design and evaluation, particularly for assessing the shear strength and deformation characteristics of subgrade soils. It can help engineers determine the appropriate design parameters for flexible or rigid pavements and evaluate the potential for shear failure or excessive deformation under traffic loads. Analysis of Soil-Structure Interaction: Shear box testing can aid in the analysis of soil-structure interaction problems, such as the behavior of foundations or retaining walls. By understanding the shear strength properties of the surrounding soil, engineers can better assess the stability and load-bearing capacity of these structures. It's important to note that shear box testing is just one of the tools available to geotechnical engineers, and its applicability depends on the specific project requirements, soil characteristics, and design considerations. The decision to specify shear box testing should be based on a comprehensive understanding of the project needs and consultation with other relevant geotechnical testing methods and analysis techniques.
Splines are stronger than the shear strength of a key. More than one key would be stronger than one. eD
what would they use to shear sheep in the 1820s
because mountains are made by GOD but statues r made by man.:D
Tensile Strength for a Bolt is determined by applying a Force along it long axis. Shear Strength for a Bolt is determined by applying a Force across its diameter, as it would be loaded in a lug joint. Tensile strength is strength in tension when pulling force is applied. And shear strength is strength against cutting force which is known as shear force.
The strength of quartz depends on the flaw size. Typically the strength of quartz is about 8000 psi (55MPa) in tension. If severely flawed it could be as slow as half that value, and if it is stressed in water it could be even lower. If perfect without flaws it will exceed 40,000 psi (275 MPa). I would use about 6000 psi in general and use a large safety factor. Most codes use a safety factor of 5 for glass to be certain in case there are hidden flaws. In shear I would use the tension value
it means that optimism is the opposite of shear terror or that after shear terror being optimistic about would be the next positve thing
S-waves cannot travel through liquids. When they reach the surface they cause horizontal shaking. Liquids don't have any shear strength and so a shear wave cannot propagate through a liquid. Think of a solid material, like a rock. ~Google
Yes it would be incorrect.