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/F10 1 Tf
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(s)Tj
/F4 1 Tf
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(trial )Tj
12 0 0 12 110.161 357.377 Tm
(> )Tj
/F10 1 Tf
0.82 0 TD
(s)Tj
/F4 1 Tf
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(all)Tj
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0.0002 Tw
( so our guess of 1 inch was too low; choose a greater W)Tj
6.96 0 0 6.96 401.761 354.977 Tm
0 Tw
(1)Tj
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(. For a circular hole it is usually the width minus the diameter of the hole. 26, 27 An exercise program that alters the material and structural properties of the skeleton may be an effective means of modifying an When your CNS is constantly bombarded with more stressors, your hormonal systems are taxed as well. We can look at the first moment of area in each direction from the following formulas: The first moment of area is the integral of a length over an area - that means it will have the units of length cubed [L 3 ]. !42ag!VZYE!e(3#"3(I5s$?\q!/1E8!5ANN!6"rs!?(tl!D`_s!\"1h!hKL7! +X'u?/5&lCYQQ8V"=6XD"=:8T,tVMfYQ.X)+Ws.V!**. !&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8 !&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8 If your restricted ankle issues stem from joint mobility problems, foam rolling and stretching won't help. This load is parallel to the surface of the object, i.e., it is perpendicular to the axis of rotation of the object, and also the axial load, if any. !&+Iu!'gU0!)N`@!!E@I!d=]i! Thus, the force generated by the load is 98 N. The area of the cross-section is. Magnetic resonance imaging demonstrated diffuse bone marrow changes in the vertebral bodies with only a small unilateral endplate fracture. The axial shortenings of the eccentrically and concentrically loaded columns agreed well with the predictions based on the existing creep and shrinkage models of concrete specified in ACI 209R-92. The deformation is)Tj
T*
0 Tw
(related to the internal normal load )Tj
/F8 1 Tf
13.8318 0 TD
(P)Tj
/F4 1 Tf
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(, the length of the member )Tj
/F8 1 Tf
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(L)Tj
/F4 1 Tf
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(, the modulus of)Tj
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(elasticity )Tj
/F8 1 Tf
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(E)Tj
/F4 1 Tf
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0.0002 Tw
(, and the cross-sectional area )Tj
/F8 1 Tf
11.78 0 TD
(A )Tj
/F4 1 Tf
0.861 0 TD
0 Tw
(in the following way:)Tj
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0.0002 Tw
(As one can see in \(3\), more information is needed with each successive equation. )Tj
/F10 1 Tf
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0 Tw
(t)Tj
/F4 1 Tf
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(yield)Tj
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0.0002 Tw
( is 25 ksi \(Hibbeler)Tj
-27.1 -1.2 TD
(1997\). )rtS!Vccs There are times when the area is not)Tj
T*
0.0002 Tw
(uniform, or dimensions change, but those scenarios will be covered under stress)Tj
0 -1.14 TD
(concentrations. If the balance is not maintained, it will lead to more wear and tear of the spinning object, resulting in its failure. This is)Tj
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0.0002 Tw
(approximately 52% of the strength for compression and tension. Customary units are given to the closest)Tj
0 -1.14 TD
0.0001 Tw
(inch: 1, 1/8, 1/16, 1/32, etc. However, these studies only examined a limited number of muscles during the lifting . F = maWhere m is the mass of the load, and a is its acceleration. ;HUI1ncM'D=]nD-!EN,A>ZeN:+9D"$7(E:E!V&TH=]i3?*WRZeN:,m!R*7(E:C!V/ZI=]i3@#ll8? The deformation is related to the internal normal load P, the length of the member L, the modulus of Both these loadsradial and axialare important when studying the motion of a spinning object. In S.I. )Tj
2.8516 0.763 TD
1.6615 Tc
(. )Tj
-13.88 -2.3 TD
0 Tw
(For this case,)Tj
ET
0.5 w
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274.574 385.249 l
324.69 385.249 m
369.808 385.249 l
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(s)Tj
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(trial)Tj
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(K)Tj
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(P)Tj
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(W)Tj
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(psi)Tj
/F9 1 Tf
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(=)Tj
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(-)Tj
2.8125 0.763 TD
(=)Tj
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(-)Tj
3.1224 0.763 TD
(=)Tj
/F3 1 Tf
-11.0026 0.6276 TD
(16)Tj
1.013 -1.3906 TD
0.25 Tc
[(02)250(5)]TJ
2.8516 0.763 TD
0 Tc
[(2)-250(422)]TJ
3.0703 0.6276 TD
[(16)-729.1(1000)]TJ
0.3125 -1.3906 TD
0.8932 Tc
[(10)643.2(2)893.2(5)]TJ
4.5521 0.763 TD
0 Tc
(51700)Tj
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(1)Tj
11.998 0 0 11.985 259.326 373.015 Tm
(. JYK: Performing Experiments, Analyzing Experimental Results, and Revising the Manuscript. )-1804.7(\))]TJ
9.1771 0.763 TD
0 Tc
(. The results of the present study were summarized as follows. The authors declare that they have no competing interests. While repetitive mechanical loading can lead to skeletal fatigue, it can also act as a potent anabolic stimulus. Repetitive axial spinal loading affects the disc height (Gooyers et al. Axial loading is defined as applying a force on a structure directly along an axis of the structure. European Committee for Standardization. First, using the earliest in vitro model of a simulated single-leg jump landing or pivot cut with realistic knee loading rates and trans-knee muscle forces, we identified the worst-case dynamic. There is also strong evidence that repetitive load-ing affect both discs and vertebrae, and can cause path- All authors read and approved the final manuscript. 11. !7LrW 1 0 obj
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/F10 1 Tf
5.6673 0 TD
(s)Tj
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0.0002 Tw
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/F10 1 Tf
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(t)Tj
/F4 1 Tf
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/F10 1 Tf
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0 Tw
(\267)Tj
/F13 1 Tf
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( )Tj
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0.0002 Tw
(Fourth, we will determine the depth of the weld to prevent shear tearout. BT
/F4 1 Tf
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0 g
BX /GS1 gs EX
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0.0003 Tw
(nominal stress )Tj
/F10 1 Tf
6 0 TD
0 Tw
(s)Tj
/F4 1 Tf
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(nom)Tj
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(In general the definitions are:)Tj
ET
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(nom)Tj
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(==)Tj
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(s)Tj
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%%EOF, $A9!'Dha+KtlT!>$A9! of Architectural Engineering, Kwangwoon University, 20 Kwangwoon-ro, Nowon-Gu, Seoul, 01897, South Korea, You can also search for this author in )Tj
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(\267)Tj
/F13 1 Tf
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( )Tj
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(It is welded on both sides a depth c into fixture)Tj
/F10 1 Tf
-1.5 -1.16 TD
0 Tw
(\267)Tj
/F13 1 Tf
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( )Tj
/F4 1 Tf
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0.0001 Tw
(The length above the fillet is 1 in., the length where the fillet occurs is 0.5 in, and the)Tj
0 -1.14 TD
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(length below the fillet is 0.5 in. !LWu5!RLl2!^Qle!c%l+")%dV"2+h("@<5i"EO]u"bm2=#3c%grl"f`rqHFJs+UMN !!! and Shandong Provincial Key Lab. Tip: Mobilize Ankle Joints With End Range Oscillations. (1991) Creep Buckling of uniaxially loaded reinforced concrete columns. Building code requirements for structural concrete and commentary, ACI 318-14. A non-osteoporotic adult presented with multilevel compression fractures at the apex of the thoracic kyphosis after strenuous rope jumping. !!!)!!Jgf*!OMnR"aC55!]pEX! 1 Complete manuscript title: The influence of impact direction and axial loading on the bone fracture pattern Haim Cohen a, b* haimcoh1@post.tau.ac.il Chen Kugelb ,c chen.kugel@forensic.health.gov.il Hila May a hilamay@gmail.com Bahaa a Medlej Bahaamedlej@gmail.com Dan Stein a maadan@gmail.com Viviane Slon a, e slonviviane@gmail.com Tamar Broshd tbrosh@post.tau.ac.il Repetitive loading of flexion-extension motions are a viable pain generating pathway in absence of distinguishing height loss. The force owing to the axial load acts on the central axis of the object, and it can be a compressing or stretching force. For W)Tj
6.96 0 0 6.96 297.361 326.657 Tm
0 Tw
(1)Tj
12 0 0 12 300.961 329.057 Tm
(=2 inches, K= 2.663)Tj
ET
228.768 298.129 m
274.574 298.129 l
324.159 298.129 m
369.277 298.129 l
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/F9 1 Tf
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(s)Tj
/F7 1 Tf
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(trial)Tj
11.998 0 0 11.985 218.364 295.039 Tm
(K)Tj
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(P)Tj
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(W)Tj
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(psi)Tj
/F9 1 Tf
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(=)Tj
2.9948 -0.763 TD
(-)Tj
2.8125 0.763 TD
(=)Tj
4.8516 -0.763 TD
(-)Tj
3.0417 0.763 TD
(=)Tj
/F3 1 Tf
-10.9583 0.6276 TD
(16)Tj
1.013 -1.3906 TD
0.25 Tc
[(02)250(5)]TJ
2.8516 0.763 TD
0 Tc
[(2)-250(663)]TJ
3.026 0.6276 TD
[(16)-729.1(1000)]TJ
0.3125 -1.3906 TD
0.974 Tc
[(20)724(2)974(5)]TJ
4.5547 0.763 TD
0 Tc
(24320)Tj
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(1)Tj
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(. To systematically study the influence of axial- and lateral-strain-controlled loadings on the strength and post-peak deformation behaviors of brittle rocks, four types of rocks (marble, sandstone, granite, and basalt) are tested under uniaxial and triaxial compressions, using a brittle hard rock testing system named Stiffman with high loading system stiffness. !ZeN;ncA5K7(E?g!UrNG=]i3:4ot4C All experiment were financially supported by the Korea Agency for Infrastructure Technology Advancement (KAIA) funded by the Ministry of Land, Infrastructure and Transport (Grant No. Balaguru, P., & Nawy, E. G. (1982) Evaluation of creep strains and stress redistribution in RC columns. Dept. )Tj
/F10 1 Tf
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0 Tw
(\267)Tj
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( )Tj
/F4 1 Tf
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(It has a thickness of 1/16 of an inch. diameter hole in the top)Tj
/F10 1 Tf
-1.5 -1.16 TD
(\267)Tj
/F13 1 Tf
0.46 0 TD
( )Tj
/F4 1 Tf
1.04 0 TD
(That it has a fillet in it. statement and Here's how, plus 6 exercises to try out. F = The force generated by the axial load. ACI Committee 318. )Tj
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0 Tw
( )Tj
ET
0.501 w
128.689 216.951 m
144.942 216.951 l
S
BT
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(d)Tj
12.002 0 0 12.034 104.498 213.848 Tm
3.102 Tc
[(==)-583.4(+)-578.2(+)-609.4(=)]TJ
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0 Tc
(\345)Tj
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(PL)Tj
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(EA)Tj
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0.5 0 TD
3.9427 Tc
[(..)-36.5(.)-109.4(. ZRS0p5e$k=ZS"9oDa?nq_Z5/f_Z5`!_Z8Qq_Z0f>0*9#k?in4GcN:ua!rri5_Z2n& New York: Wiley. change in length for prismatic bars, nonuniform bars are determined, it will be used to solve the statically indeterminate structures, "$) It is)Tj
0 -1.16 TD
0.0001 Tw
(interesting to note that the maximum K is 3.0, hence in the absence of data, one can)Tj
0 -1.14 TD
0.0002 Tw
(design conservatively using this value. )Tj
0 -2.32 TD
0 Tc
(Pilkey, Walter D. \(1997\). .k>^a.kbTdYm1M&YWuSa=TD+!3`A\U5>bTdYmUq.\Gs?P6s0L_YV&jIYW>Wb=Kqr17Bf$b Sustained load strength of eccentrically loaded short reinforced concrete columns. )Tj
0 -1.16 TD
(Notably the thickness of a member containing a stress concentration does not enter into)Tj
T*
0 Tw
(its value. This can cause deformations in the object, which are a result of the stress caused by the load. )Tj
/F10 1 Tf
-1.5 -1.16 TD
(\267)Tj
/F13 1 Tf
0.46 0 TD
( )Tj
/F4 1 Tf
1.04 0 TD
0.0002 Tw
(The model for this problem is the given figure since it clearly shows the boundary)Tj
0 -1.16 TD
0 Tw
(conditions and the load. The dynamic loads acting on concrete-filled steel tubular members under axial impacts by rigid bodies were studied herein by FEM. !WEM!1NtZ!5S[F!>kh[ )Tj
/F2 1 Tf
-0.68 -3.4 TD
0.0002 Tc
(Example)Tj
12 0 2.551 12 131.281 581.537 Tm
0 Tc
0 Tw
( )Tj
12 0 0 12 134.641 581.537 Tm
(AD1)Tj
/F4 1 Tf
-3.72 -27.38 TD
(Design the A-36 steel hanging bracket so that it will carry a load of 1000 lb and not)Tj
0 -1.14 TD
0.0002 Tw
(generate significant stresses in the transition from region of load application to location)Tj
0 -1.16 TD
0.0001 Tw
(of the 1/4 inch diameter hole. =Lf8t4!>QS!N6,$!"1;[YRi$GYRr*H!%W/6F*.I"7;5.YBgbC(7! As an example, consider one of the large wheels used to drive an aerial lift such as a ski lift.The wire cable wrapped around the wheel exerts a downward force on the wheel and the drive shaft supporting the wheel. The)Tj
-10.66 -1.14 TD
0.0002 Tw
(following formula is found in Roark and Young \(1989\); it defines the value of K for a)Tj
0 -1.16 TD
(hole based on geometric properties. Korean Concrete Institute (KCI). Axial load is also known as thrust load. !&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8 Stress Concentration factors, charts and relations useful)Tj
0 -1.14 TD
0.0002 Tw
(in making strength calculations for machine parts and structural elements. !!!!WBP:sc%D;q/!!!EA!!!!EBPhj9&ReK9!!!Ee!!!,BCi!!<3$!!!t2!!! They're big, compound movements that improve bone density, total body strength, muscle mass, and give you the most "bang for your buck" in the gym which is exactly what you want if you're the aging meathead because the more time you spend in the gym, the greater risk you have of overtraining (1). )Tj
0 -2.32 TD
(Decision:)Tj
0 -2.3 TD
0.0002 Tw
(For our final dimensions we have:)Tj
/F10 1 Tf
0 -1.16 TD
0 Tw
(\267)Tj
/F13 1 Tf
0.46 0 TD
( )Tj
/F4 1 Tf
1.04 0 TD
(W)Tj
6.96 0 0 6.96 119.33 120.497 Tm
(1)Tj
12 0 0 12 122.881 122.897 Tm
(=1.875in)Tj
/F10 1 Tf
-2.74 -1.16 TD
(\267)Tj
/F13 1 Tf
0.46 0 TD
( )Tj
/F4 1 Tf
1.04 0 TD
(W)Tj
6.96 0 0 6.96 119.33 106.577 Tm
(2)Tj
12 0 0 12 122.881 108.977 Tm
(=0.8125=13/16 in)Tj
/F10 1 Tf
-2.74 -1.16 TD
(\267)Tj
/F13 1 Tf
0.46 0 TD
( )Tj
/F4 1 Tf
1.04 0 TD
(R=1in)Tj
/F10 1 Tf
-1.5 -1.14 TD
(\267)Tj
/F13 1 Tf
0.46 0 TD
( )Tj
/F4 1 Tf
1.04 0 TD
(C=1/32in)Tj
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