)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. =Y20nYRrCi(F)>P(OG-Z/M'>p&M((%,=F+7YS'P(OG-]+g;c/jB5V&/M&J)YQ?+? Both normal and shear stresses)Tj
0 -1.16 TD
0 Tw
(must be considered. /MYQ.$u6nKqjYQdJ!#=E&0/MYYWuX$!/hu)/AR.%\.AXL?n2Xr,@k4f=Khm9 Time-Dependent Deformations of Eccentrically Loaded Reinforced Concrete Columns. !/1C^!$VD/!)NZ6!0%"Qs)ed!6kKH!)3IPd!-eKo!1!%@n.!(d0/!58HR!71`k!PnhU"UkPi"[E6;s3q#_!&4IR! !,MX0!)rqd!(Hr\!)ESg!(-`:!'pU*!,2FA!,MX0!)rpu!!*'"!:g+l!!`L#! 3^#6j+J0t^5UMeb1-ctJR5.#SNfl._+HDU?5UM/C1-ct8N&!XFH@[h:+F8So5UL;j ACI Special Publication, SP76-12, pp. We hope you are enjoying ScienceStruck! Here's how. Eric specializes in helping athletes and online clients achieve optimal performance in the gym and on the playing field. Out of these cookies, the cookies that are categorized as necessary are stored on your browser as they are essential for the working of basic functionalities of the website. )Tj
3 -2.32 TD
0.0001 Tw
(You may encounter a member with several loads applied throughout the length, or)Tj
-3 -1.14 TD
0.0003 Tw
(one that has several different materials or cross sectional areas. F = maWhere m is the mass of the load, and a is its acceleration. The deformation is related to the internal normal load P, the length of the member L, the modulus of 6s0L_YV&jIYWPcd=Kr/=7C`B5?pn-J.k-JW,>Zt7@!1sR6VDc"U*lg!"&r6j8f5u#R1In!X$(:0`VL\R/no? *"!t/R-+Nuj34T"(3*@3) 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. This website uses cookies to improve your experience while you navigate through the website. Privacy )Tj
/F10 1 Tf
12 0 0 12 90.001 357.377 Tm
(s)Tj
/F4 1 Tf
6.96 0 0 6.96 97.237 354.977 Tm
(trial )Tj
12 0 0 12 110.161 357.377 Tm
(> )Tj
/F10 1 Tf
0.82 0 TD
(s)Tj
/F4 1 Tf
6.96 0 0 6.96 127.237 354.977 Tm
(all)Tj
12 0 0 12 134.161 357.377 Tm
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
12 0 0 12 405.361 357.377 Tm
(. )Tj
/F13 1 Tf
0.75 0 TD
( )Tj
/F4 1 Tf
0.75 0 TD
0.0002 Tw
(Think about how to go about starting the problem. Prediction of creep, shrinkage and temperature effects in concrete structures, ACI 209R-92 (p. 47). (b60k4T.B;&G/(ZrB('E4T.ARr&jp?0eaa_+V? is the Factor of Safety in shear which may differ from that for normal stress, but)Tj
0 -1.14 TD
0 Tw
(usually does not. The axial load will also result in deflection, which is. The axial load will also result in deflection, which is, )Tj
4.0208 0.763 TD
0 Tc
(. And as you get older, it'll be wise to reduce the amount of axial loading you perform in the gym. Examples include back squat, cleans, deadlifts, and overhead presses. -*RLu!?ak9&7A$O7^*G386H9C+WDRJ=Y22/&joo+%'Tj\YQQ6V$tLSn@:ZkQ#Z4^. Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations. (1997). (2014). )Tj
/F13 1 Tf
0.75 0 TD
( )Tj
/F4 1 Tf
0.75 0 TD
0.0002 Tw
(Last, add all the sections together. of Appraisal and Retrofitting in Building Structures, Jinan, Shandong, 250101, Peoples Republic of China, Dept. =g/HFBE:.G!! ZRS0p5e$k=ZS"9oDa?nq_Z5/f_Z5`!_Z8Qq_Z0f>0*9#k?in4GcN:ua!rri5_Z2n& The)Tj
-5.185 -1.16 TD
(solution is to apply an iterative approach as shown in the design of the upper section of)Tj
0 -1.14 TD
(the bracket of example AD1. Provided by the Springer Nature SharedIt content-sharing initiative. This will. _Z4$F_Z7IR_Z9-,_Z9]+TUs4+TMQDDZV'^If^bnY6#jI!rstU+TO_.+TP:>+TMTG_ZI^W+p&qi (6gW!.4d2!/COY The whole impact process was simulated and the time history of the impact load was obtained. (=W8JNYQ.X)YQH2U"!tJW^c8k(^c3:;"!tJW^c5J"=]lmk Depression is expected to become the leading cause of disabilities worldwide with about 20% of the population suffering from a mood disorder at least once in a lifetime (Kessler et al., 2005; de Graaf et al., 2012).Even more alarmingly, depression is characterized by high relapse rates, which increase steeply with every subsequent depressive episode, even following psychotherapy . Service load analysis of slender reinforced concrete columns. ?q"G3t#sek!NWP7A !>khU!@e+6!DEMk!FGkB!HA-b!J1?*!La%c!N6$u!NlI9!R1Ys!Ug'i!Y#2N! The bracket cannot deform while loaded more than)Tj
T*
0.0002 Tw
(0.005 in. Consider dialing back your training maxes 5-10%, similar to a 5-3-1 program, so you can still perform your favorite lifts without undue stress. If such measurement errors were taken into account, the agreements between the predicted and measured lateral displacements might be better. .k>^a.kbTdYm1M&YWuSa=TD+!3`A\U5>bTdYmUq.\Gs?P6s0L_YV&jIYW>Wb=Kqr17Bf$b In this case, we must design for )Tj
/F10 1 Tf
13.8898 0 TD
0 Tw
(s)Tj
/F4 1 Tf
6.96 0 0 6.96 263.916 692.897 Tm
(max )Tj
12 0 0 12 279.38 695.297 Tm
(=)Tj
/F10 1 Tf
0.564 0 TD
(s)Tj
/F4 1 Tf
6.96 0 0 6.96 293.385 692.897 Tm
(all)Tj
12 0 0 12 90.001 680.897 Tm
(2. Contents 1 Changes in axial load 2 Axial: running in hole 3 Axial: overpull while running 4 Axial: green cement pressure test 5 Axial: other load cases 5.1 Air weight of casing only !ZeN;ncA5K7(E?g!UrNG=]i3:4ot4C )Tj
11.1224 0.763 TD
2.6849 Tc
(..)Tj
/F4 1 Tf
12 0 0 12 90.001 678.257 Tm
0 Tc
0.0001 Tw
(For a nominal value we will choose 7/8 in or 0.875in)Tj
0 -2.3 TD
0.0001 Tc
(For our new value of W)Tj
6.96 0 0 6.96 204.995 648.257 Tm
0 Tc
0 Tw
(2)Tj
12 0 0 12 208.561 650.657 Tm
0.0002 Tw
( our value of K will be slightly affected, but will still have a)Tj
-9.88 -1.16 TD
(value of approximately 1.3, it will be slightly lower, but that will only ensure our safe)Tj
T*
(design. The authors declare that they have no competing interests. )Tj
/F9 1 Tf
-3.875 3.6953 TD
3.0239 Tc
[(==)-1140.6(=)]TJ
11.9427 -0.763 TD
0 Tc
(-)Tj
-12.3229 -2.1693 TD
(=)Tj
2.9948 -0.763 TD
(-)Tj
/F7 1 Tf
-1.7734 3.6953 TD
2.9059 Tc
(KK)Tj
5.5208 0.6276 TD
0 Tc
(P)Tj
-0.9531 -1.3906 TD
(A)Tj
3.7187 0.763 TD
(K)Tj
2.5078 0.6276 TD
(P)Tj
-1.5938 -1.3906 TD
0.3861 Tc
[(tW)-827.8(D)]TJ
-9.5807 -2.1693 TD
0 Tc
(K)Tj
2.9609 0.6276 TD
(P)Tj
-2.0443 -1.3906 TD
(W)Tj
6.999 0 0 7 262.073 629.363 Tm
(nom)Tj
6.4018 -1.3125 TD
(reduced)Tj
-12.5313 -3.7187 TD
(all)Tj
/F3 1 Tf
21.8527 3.7232 TD
(1)Tj
-15.9911 -5.0268 TD
(1)Tj
11.998 0 0 12 263.791 604.707 Tm
(16)Tj
1.013 -1.3906 TD
0.25 Tc
[(02)250(5)]TJ
/F10 1 Tf
12 0 0 12 90.001 531.137 Tm
0 Tc
(\267)Tj
/F13 1 Tf
0.46 0 TD
( )Tj
/F4 1 Tf
1.04 0 TD
0.0002 Tw
(We must first choose a W)Tj
6.96 0 0 6.96 232.321 528.737 Tm
0 Tw
(1)Tj
12 0 0 12 235.921 531.137 Tm
0.0001 Tw
( to start with and find the K value corresponding to it. +T`fP*=s2%.hG5RNuS02*W]%XruM5#!#?=M!!!WD#SFQI%CZ! Plus, the older you get, the less tolerant your body becomes to explosive exercises such as squats, cleans, deadlifts, and overhead presses. F = The force generated by the axial load. Simultaneous reversal of the axial load due to the helical gearing causes surface traction and additional stress at the inner-raceway subsurface . Tatsa, E. Z. A force can act on an object in various ways. Eric Bach is a highly sought-after strength and conditioning coach, located in Colorado. and Shandong Provincial Key Lab. Korean Concrete Institute (KCI). We will break it up as follows: the)Tj
T*
(section above the fillet , the average of the section of the fillet, and the section below the)Tj
T*
(fillet. *)Tj
2.8802 -0.763 TD
0.6615 Tc
(*. New York: Wiley. The steel yield strength was changed to 440 MPa from 288 MPa in this analysis, while concrete compressive strength was kept steady at 36.7 MPa in the filled centre of CFST columns D/T was ranged from 20 to 37.5 and L/D was varied from 4.0 . P- effect). We must:)Tj
/F10 1 Tf
T*
(\267)Tj
/F13 1 Tf
0.46 0 TD
( )Tj
/F4 1 Tf
1.04 0 TD
0.0002 Tw
(Guess at a value for the width of the upper section)Tj
/F10 1 Tf
-1.5 -1.14 TD
0 Tw
(\267)Tj
/F13 1 Tf
0.46 0 TD
( )Tj
/F4 1 Tf
1.04 0 TD
0.0002 Tw
(Substitute it into a formula or use a graph to find K, the stress concentration factor)Tj
/F10 1 Tf
-1.5 -1.18 TD
0 Tw
(\267)Tj
/F13 1 Tf
0.46 0 TD
( )Tj
/F4 1 Tf
1.04 0 TD
(Calculate )Tj
/F10 1 Tf
4.0272 0 TD
(s)Tj
/F4 1 Tf
6.96 0 0 6.96 163.564 387.377 Tm
(trial)Tj
/F10 1 Tf
12 0 0 12 90.001 375.377 Tm
(\267)Tj
/F13 1 Tf
0.46 0 TD
( )Tj
/F4 1 Tf
1.04 0 TD
(Check )Tj
/F10 1 Tf
2.8052 0 TD
(s)Tj
/F4 1 Tf
6.96 0 0 6.96 148.899 372.977 Tm
(trial )Tj
12 0 0 12 163.592 375.377 Tm
0.0002 Tw
(against an allowable stress to see if our guess was accurate within a)Tj
-4.6326 -1.18 TD
(reasonable tolerance or not. 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. )Tj
/F13 1 Tf
0.75 0 TD
( )Tj
/F4 1 Tf
0.75 0 TD
(Third, the area below the fillet. [C,VYQ.L%YQ8083\M=% )Tj
-1.5 -2.34 TD
0 Tw
(Lower Section)Tj
/F6 1 Tf
0 -2.2 TD
(FBD:)Tj
ET
0 G
0 J 0 j 0.72 w 10 M []0 d
1 i
302.521 176.657 m
302.521 147.377 l
S
298.561 148.337 m
302.401 140.417 l
306.241 148.337 l
298.561 148.337 l
f*
306.121 284.657 m
306.121 255.377 l
S
309.841 283.937 m
306.001 291.857 l
302.161 283.937 l
309.841 283.937 l
f*
1 g
263.281 176.897 78.48 64.08 re
f
262.921 241.337 79.2 -64.8 re
S
262.801 241.457 m
264.721 242.417 l
266.881 243.377 l
268.321 244.337 l
269.041 244.577 l
269.761 244.337 l
270.721 242.897 l
271.201 240.737 l
271.441 239.777 l
271.681 239.057 l
271.681 238.337 l
273.121 239.297 l
274.081 239.777 l
274.561 240.257 l
275.041 240.497 l
275.041 240.737 l
274.801 240.257 l
274.321 239.777 l
274.321 238.817 l
274.561 238.337 l
274.801 238.097 l
275.761 237.617 l
276.721 237.377 l
277.441 237.617 l
278.401 238.097 l
279.121 238.817 l
279.841 239.297 l
281.521 240.017 l
285.121 241.217 l
285.601 241.457 l
285.841 241.457 l
286.081 239.537 l
286.321 238.817 l
286.801 238.337 l
287.521 238.337 l
288.241 238.577 l
288.961 239.057 l
289.681 239.297 l
291.361 239.777 l
292.561 240.257 l
294.001 240.977 l
294.721 241.217 l
294.961 241.457 l
295.441 241.457 l
295.921 241.697 l
296.641 241.937 l
297.841 242.417 l
298.801 242.177 l
299.761 241.697 l
300.721 241.457 l
301.681 241.457 l
302.401 241.697 l
303.361 242.417 l
304.081 243.137 l
304.801 243.377 l
305.281 242.897 l
305.521 242.177 l
305.521 241.217 l
305.761 240.257 l
307.681 236.417 l
309.361 238.337 l
310.801 240.257 l
311.041 241.217 l
311.041 242.417 l
311.281 243.137 l
311.521 243.377 l
311.761 243.377 l
312.721 242.417 l
313.441 241.217 l
314.881 238.337 l
316.801 235.457 l
318.241 235.697 l
318.961 235.937 l
319.681 236.417 l
322.561 239.297 l
323.041 240.017 l
323.281 240.737 l
323.281 240.977 l
323.041 240.977 l
322.321 240.497 l
321.361 240.017 l
321.121 240.017 l
321.361 240.017 l
322.081 240.497 l
323.041 241.217 l
324.721 242.417 l
324.961 241.697 l
324.961 240.737 l
325.201 239.777 l
325.681 239.297 l
326.401 239.537 l
327.361 240.017 l
328.081 240.977 l
328.801 241.457 l
331.681 242.417 l
332.401 240.977 l
332.881 239.297 l
332.881 237.137 l
333.121 236.177 l
333.841 235.457 l
334.321 235.217 l
335.761 235.937 l
337.681 237.377 l
338.641 237.617 l
339.601 238.097 l
340.561 238.337 l
340.801 238.337 l
262.801 241.457 l
f*
0 g
264.481 242.657 m
265.201 242.657 l
265.201 241.937 l
263.281 240.977 l
262.561 240.977 l
262.561 241.697 l
f
266.641 243.617 m
267.361 243.617 l
267.361 242.897 l
265.201 241.937 l
264.481 241.937 l
264.481 242.657 l
f
267.361 244.097 m
268.081 244.097 l
268.081 243.377 l
267.361 242.897 l
266.641 242.897 l
266.641 243.617 l
f
268.081 244.577 m
268.801 244.577 l
268.801 243.857 l
268.081 243.377 l
267.361 243.377 l
267.361 244.097 l
f
268.801 244.817 m
269.521 244.817 l
269.521 244.097 l
268.801 243.857 l
268.081 243.857 l
268.081 244.577 l
f
268.801 244.817 m
269.521 244.817 l
270.241 244.577 l
270.241 243.857 l
269.521 243.857 l
268.801 244.097 l
f
269.521 244.577 m
270.241 244.577 l
270.721 243.857 l
270.721 243.137 l
270.001 243.137 l
269.521 243.857 l
f
270.001 243.857 m
270.721 243.857 l
271.201 243.137 l
271.201 242.417 l
270.481 242.417 l
270.001 243.137 l
f
270.481 243.137 m
271.201 243.137 l
271.681 240.977 l
271.681 240.257 l
270.961 240.257 l
270.481 242.417 l
f
270.961 240.977 m
271.681 240.977 l
271.921 240.017 l
271.921 239.297 l
271.201 239.297 l
270.961 240.257 l
f
271.201 240.017 m
271.921 240.017 l
272.161 239.297 l
272.161 238.577 l
271.441 238.577 l
271.201 239.297 l
f
271.801 239.297 m
271.801 238.097 l
271.801 238.817 m
271.801 237.857 l
S
272.881 239.537 m
273.601 239.537 l
273.601 238.817 l
272.161 237.857 l
271.441 237.857 l
271.441 238.577 l
f
273.841 240.017 m
274.561 240.017 l
274.561 239.297 l
273.601 238.817 l
272.881 238.817 l
272.881 239.537 l
f
274.321 240.497 m
275.041 240.497 l
275.041 239.777 l
274.561 239.297 l
273.841 239.297 l
273.841 240.017 l
f
274.801 240.737 m
275.521 240.737 l
275.521 240.017 l
275.041 239.777 l
274.321 239.777 l
274.321 240.497 l
f
275.161 240.977 m
275.161 240.017 l
S
274.801 240.977 m
275.521 240.977 l
275.521 240.257 l
275.281 239.777 l
274.561 239.777 l
274.561 240.497 l
f
274.561 240.497 m
275.281 240.497 l
275.281 239.777 l
274.801 239.297 l
274.081 239.297 l
274.081 240.017 l
f
274.441 240.017 m
274.441 238.337 l
S
274.081 239.057 m
274.801 239.057 l
275.041 238.577 l
275.041 237.857 l
274.321 237.857 l
274.081 238.337 l
f
274.321 238.577 m
275.041 238.577 l
275.281 238.337 l
275.281 237.617 l
274.561 237.617 l
274.321 237.857 l
f
274.561 238.337 m
275.281 238.337 l
276.241 237.857 l
276.241 237.137 l
275.521 237.137 l
274.561 237.617 l
f
275.521 237.857 m
276.241 237.857 l
277.201 237.617 l
277.201 236.897 l
276.481 236.897 l
275.521 237.137 l
f
277.201 237.857 m
277.921 237.857 l
277.921 237.137 l
277.201 236.897 l
276.481 236.897 l
276.481 237.617 l
f
278.161 238.337 m
278.881 238.337 l
278.881 237.617 l
277.921 237.137 l
277.201 237.137 l
277.201 237.857 l
f
278.881 239.057 m
279.601 239.057 l
279.601 238.337 l
278.881 237.617 l
278.161 237.617 l
278.161 238.337 l
f
279.601 239.537 m
280.321 239.537 l
280.321 238.817 l
279.601 238.337 l
278.881 238.337 l
278.881 239.057 l
f
281.281 240.257 m
282.001 240.257 l
282.001 239.537 l
280.321 238.817 l
279.601 238.817 l
279.601 239.537 l
f
283.441 240.977 m
284.161 240.977 l
284.161 240.257 l
282.001 239.537 l
281.281 239.537 l
281.281 240.257 l
f
284.881 241.457 m
285.601 241.457 l
285.601 240.737 l
284.161 240.257 l
283.441 240.257 l
283.441 240.977 l
f
285.361 241.697 m
286.081 241.697 l
286.081 240.977 l
285.601 240.737 l
284.881 240.737 l
284.881 241.457 l
f
285.361 241.337 m
286.321 241.337 l
S
285.601 241.697 m
286.321 241.697 l
286.561 239.777 l
286.561 239.057 l
285.841 239.057 l
285.601 240.977 l
f
285.841 239.777 m
286.561 239.777 l
286.801 239.057 l
286.801 238.337 l
286.081 238.337 l
285.841 239.057 l
f
286.081 239.057 m
286.801 239.057 l
287.281 238.577 l
287.281 237.857 l
286.561 237.857 l
286.081 238.337 l
f
286.561 238.217 m
288.001 238.217 l
S
288.001 238.817 m
288.721 238.817 l
288.721 238.097 l
288.001 237.857 l
287.281 237.857 l
287.281 238.577 l
f
288.721 239.297 m
289.441 239.297 l
289.441 238.577 l
288.721 238.097 l
288.001 238.097 l
288.001 238.817 l
f
289.441 239.537 m
290.161 239.537 l
290.161 238.817 l
289.441 238.577 l
288.721 238.577 l
288.721 239.297 l
f
291.121 240.017 m
291.841 240.017 l
291.841 239.297 l
290.161 238.817 l
289.441 238.817 l
289.441 239.537 l
f
292.321 240.497 m
293.041 240.497 l
293.041 239.777 l
291.841 239.297 l
291.121 239.297 l
291.121 240.017 l
f
293.281 240.977 m
294.001 240.977 l
294.001 240.257 l
293.041 239.777 l
292.321 239.777 l
292.321 240.497 l
f
293.761 241.217 m
294.481 241.217 l
294.481 240.497 l
294.001 240.257 l
293.281 240.257 l
293.281 240.977 l
f
294.481 241.457 m
295.201 241.457 l
295.201 240.737 l
294.481 240.497 l
293.761 240.497 l
293.761 241.217 l
f
294.841 241.457 m
294.841 240.737 l
294.841 241.457 m
294.841 240.737 l
S
294.721 241.697 m
295.441 241.697 l
295.441 240.977 l
295.201 240.737 l
294.481 240.737 l
294.481 241.457 l
f
294.721 241.337 m
295.921 241.337 l
S
295.681 241.937 m
296.401 241.937 l
296.401 241.217 l
295.921 240.977 l
295.201 240.977 l
295.201 241.697 l
f
296.401 242.177 m
297.121 242.177 l
297.121 241.457 l
296.401 241.217 l
295.681 241.217 l
295.681 241.937 l
f
297.601 242.657 m
298.321 242.657 l
298.321 241.937 l
297.121 241.457 l
296.401 241.457 l
296.401 242.177 l
f
297.601 242.657 m
298.321 242.657 l
299.281 242.417 l
299.281 241.697 l
298.561 241.697 l
297.601 241.937 l
f
298.561 242.417 m
299.281 242.417 l
300.241 241.937 l
300.241 241.217 l
299.521 241.217 l
298.561 241.697 l
f
299.521 241.937 m
300.241 241.937 l
301.201 241.697 l
301.201 240.977 l
300.481 240.977 l
299.521 241.217 l
f
300.481 241.337 m
302.161 241.337 l
S
302.161 241.937 m
302.881 241.937 l
302.881 241.217 l
302.161 240.977 l
301.441 240.977 l
301.441 241.697 l
f
303.121 242.657 m
303.841 242.657 l
303.841 241.937 l
302.881 241.217 l
302.161 241.217 l
302.161 241.937 l
f
303.841 243.377 m
304.561 243.377 l
304.561 242.657 l
303.841 241.937 l
303.121 241.937 l
303.121 242.657 l
f
304.561 243.617 m
305.281 243.617 l
305.281 242.897 l
304.561 242.657 l
303.841 242.657 l
303.841 243.377 l
f
304.561 243.617 m
305.281 243.617 l
305.761 243.137 l
305.761 242.417 l
305.041 242.417 l
304.561 242.897 l
f
305.041 243.137 m
305.761 243.137 l
306.001 242.417 l
306.001 241.697 l
305.281 241.697 l
305.041 242.417 l
f
305.641 242.417 m
305.641 240.737 l
S
305.281 241.457 m
306.001 241.457 l
306.241 240.497 l
306.241 239.777 l
305.521 239.777 l
305.281 240.737 l
f
305.521 240.497 m
306.241 240.497 l
307.201 238.577 l
307.201 237.857 l
306.481 237.857 l
305.521 239.777 l
f
306.481 238.577 m
307.201 238.577 l
308.161 236.657 l
308.161 235.937 l
307.441 235.937 l
306.481 237.857 l
f
309.121 238.577 m
309.841 238.577 l
309.841 237.857 l
308.161 235.937 l
307.441 235.937 l
307.441 236.657 l
f
310.561 240.497 m
311.281 240.497 l
311.281 239.777 l
309.841 237.857 l
309.121 237.857 l
309.121 238.577 l
f
310.801 241.457 m
311.521 241.457 l
311.521 240.737 l
311.281 239.777 l
310.561 239.777 l
310.561 240.497 l
f
311.161 242.657 m
311.161 240.737 l
S
311.041 243.377 m
311.761 243.377 l
311.761 242.657 l
311.521 241.937 l
310.801 241.937 l
310.801 242.657 l
f
311.281 243.617 m
312.001 243.617 l
312.001 242.897 l
311.761 242.657 l
311.041 242.657 l
311.041 243.377 l
f
311.281 243.257 m
312.241 243.257 l
S
311.521 243.617 m
312.241 243.617 l
313.201 242.657 l
313.201 241.937 l
312.481 241.937 l
311.521 242.897 l
f
312.481 242.657 m
313.201 242.657 l
313.921 241.457 l
313.921 240.737 l
313.201 240.737 l
312.481 241.937 l
f
313.201 241.457 m
313.921 241.457 l
314.641 240.017 l
314.641 239.297 l
313.921 239.297 l
313.201 240.737 l
f
313.921 240.017 m
314.641 240.017 l
315.361 238.577 l
315.361 237.857 l
314.641 237.857 l
313.921 239.297 l
f
314.641 238.577 m
315.361 238.577 l
316.321 237.137 l
316.321 236.417 l
315.601 236.417 l
314.641 237.857 l
f
315.601 237.137 m
316.321 237.137 l
317.281 235.697 l
317.281 234.977 l
316.561 234.977 l
315.601 236.417 l
f
318.001 235.937 m
318.721 235.937 l
318.721 235.217 l
317.281 234.977 l
316.561 234.977 l
316.561 235.697 l
f
318.721 236.177 m
319.441 236.177 l
319.441 235.457 l
318.721 235.217 l
318.001 235.217 l
318.001 235.937 l
f
319.441 236.657 m
320.161 236.657 l
320.161 235.937 l
319.441 235.457 l
318.721 235.457 l
318.721 236.177 l
f
321.121 238.337 m
321.841 238.337 l
321.841 237.617 l
320.161 235.937 l
319.441 235.937 l
319.441 236.657 l
f
322.321 239.537 m
323.041 239.537 l
323.041 238.817 l
321.841 237.617 l
321.121 237.617 l
321.121 238.337 l
f
322.801 240.257 m
323.521 240.257 l
323.521 239.537 l
323.041 238.817 l
322.321 238.817 l
322.321 239.537 l
f
323.041 240.977 m
323.761 240.977 l
323.761 240.257 l
323.521 239.537 l
322.801 239.537 l
322.801 240.257 l
f
323.401 241.217 m
323.401 240.257 l
322.801 240.857 m
323.761 240.857 l
S
322.801 241.217 m
323.521 241.217 l
323.521 240.497 l
322.801 240.017 l
322.081 240.017 l
322.081 240.737 l
f
322.081 240.737 m
322.801 240.737 l
322.801 240.017 l
321.841 239.537 l
321.121 239.537 l
321.121 240.257 l
f
320.881 239.897 m
321.841 239.897 l
321.241 240.257 m
321.241 239.537 l
320.881 239.897 m
321.841 239.897 l
S
321.841 240.737 m
322.561 240.737 l
322.561 240.017 l
321.841 239.537 l
321.121 239.537 l
321.121 240.257 l
f
322.801 241.457 m
323.521 241.457 l
323.521 240.737 l
322.561 240.017 l
321.841 240.017 l
321.841 240.737 l
f
324.481 242.657 m
325.201 242.657 l
325.201 241.937 l
323.521 240.737 l
322.801 240.737 l
322.801 241.457 l
f
324.481 242.657 m
325.201 242.657 l
325.441 241.937 l
325.441 241.217 l
324.721 241.217 l
324.481 241.937 l
f
325.081 241.937 m
325.081 240.257 l
S
324.721 240.977 m
325.441 240.977 l
325.681 240.017 l
325.681 239.297 l
324.961 239.297 l
324.721 240.257 l
f
324.961 240.017 m
325.681 240.017 l
326.161 239.537 l
326.161 238.817 l
325.441 238.817 l
324.961 239.297 l
f
326.161 239.777 m
326.881 239.777 l
326.881 239.057 l
326.161 238.817 l
325.441 238.817 l
325.441 239.537 l
f
327.121 240.257 m
327.841 240.257 l
327.841 239.537 l
326.881 239.057 l
326.161 239.057 l
326.161 239.777 l
f
327.841 241.217 m
328.561 241.217 l
328.561 240.497 l
327.841 239.537 l
327.121 239.537 l
327.121 240.257 l
f
328.561 241.697 m
329.281 241.697 l
329.281 240.977 l
328.561 240.497 l
327.841 240.497 l
327.841 241.217 l
f
330.001 242.177 m
330.721 242.177 l
330.721 241.457 l
329.281 240.977 l
328.561 240.977 l
328.561 241.697 l
f
331.441 242.657 m
332.161 242.657 l
332.161 241.937 l
330.721 241.457 l
330.001 241.457 l
330.001 242.177 l
f
331.441 242.657 m
332.161 242.657 l
332.881 241.217 l
332.881 240.497 l
332.161 240.497 l
331.441 241.937 l
f
332.161 241.217 m
332.881 241.217 l
333.361 239.537 l
333.361 238.817 l
332.641 238.817 l
332.161 240.497 l
f
333.001 239.537 m
333.001 237.857 l
333.001 238.577 m
333.001 236.657 l
S
332.641 237.377 m
333.361 237.377 l
333.601 236.417 l
333.601 235.697 l
332.881 235.697 l
332.641 236.657 l
f
332.881 236.417 m
333.601 236.417 l
334.321 235.697 l
334.321 234.977 l
333.601 234.977 l
332.881 235.697 l
f
333.601 235.697 m
334.321 235.697 l
334.801 235.457 l
334.801 234.737 l
334.081 234.737 l
333.601 234.977 l
f
334.561 235.697 m
335.281 235.697 l
335.281 234.977 l
334.801 234.737 l
334.081 234.737 l
334.081 235.457 l
f
335.521 236.177 m
336.241 236.177 l
336.241 235.457 l
335.281 234.977 l
334.561 234.977 l
334.561 235.697 l
f
336.481 236.897 m
337.201 236.897 l
337.201 236.177 l
336.241 235.457 l
335.521 235.457 l
335.521 236.177 l
f
337.441 237.617 m
338.161 237.617 l
338.161 236.897 l
337.201 236.177 l
336.481 236.177 l
336.481 236.897 l
f
338.401 237.857 m
339.121 237.857 l
339.121 237.137 l
338.161 236.897 l
337.441 236.897 l
337.441 237.617 l
f
339.361 238.337 m
340.081 238.337 l
340.081 237.617 l
339.121 237.137 l
338.401 237.137 l
338.401 237.857 l
f
340.321 238.577 m
341.041 238.577 l
341.041 237.857 l
340.081 237.617 l
339.361 237.617 l
339.361 238.337 l
f
340.321 238.217 m
341.281 238.217 l
269.521 194.777 m
334.561 194.777 l
S
270.241 198.737 m
262.321 194.897 l
270.241 191.057 l
270.241 198.737 l
f*
333.601 191.057 m
341.521 194.897 l
333.601 198.737 l
333.601 191.057 l
f*
342.481 195.017 m
360.241 195.017 l
S
1 g
367.681 166.337 42.48 49.68 re
f
1 G
367.321 216.377 43.2 -50.4 re
S
BT
/F4 1 Tf
12 0 0 12 374.881 187.937 Tm
0 g
(W)Tj
6.96 0 0 6.96 386.21 185.537 Tm
(2)Tj
ET
1 g
284.401 111.857 43.2 21.6 re
f
BT
12 0 0 12 291.601 119.297 Tm
0 g
(1000)Tj
ET
1 g
270.001 284.657 21.6 21.6 re
f
BT
12 0 0 12 277.201 292.097 Tm
0 g
(P)Tj
ET
endstream
endobj
28 0 obj
<<
/ProcSet [/PDF /Text ]
/Font <<
/F4 7 0 R
/F6 8 0 R
/F10 12 0 R
/F13 25 0 R
>>
/ExtGState <<
/GS1 14 0 R
>>
>>
endobj
30 0 obj
<<
/Length 21797
>>
stream
Green, R., & Breen, J. E. (1969). All authors read and approved the final manuscript. of Architectural Engineering, Dankook University, 152 Jukjeon-ro, Suji-gu, Yongin-Si, Gyeonggi-do, 16890, South Korea, School of Civil Engineering at Shandong Jianzhu Univ. There are various locations at which a load can act on an object. YlXn2%4s,"YSn`S7BdXS6nKr47Bck?7:B`2:f1=`6lR9m=Y22/!CL?A@^#hW6EgtN Peterson's stress concentration factors. 2011) and the fluid levels, in both experimental models as well as in clinical studies (Cheung et al. )Tj
/F13 1 Tf
0.75 0 TD
( )Tj
/F4 1 Tf
0.75 0 TD
0.0002 Tw
(What are we trying to find? (2004). The force which will be acting on the object is a result of the load, and such a load has two components radial and axial. ;3!^d#r!h08N"-`qf"O[N`!#tuF!,V^q!36+o!>5Dm!Drl%!GDL]!J^]< Here's how, plus 6 exercises to try out. Cookies policy. Typically finding area )Tj
/F8 1 Tf
12.6098 0 TD
(A )Tj
/F4 1 Tf
0.8611 0 TD
0.0001 Tw
( reduces to a single calculation such as length of a side)Tj
-13.4708 -1.16 TD
(or diameter of a rod. JYK: Performing Experiments, Analyzing Experimental Results, and Revising the Manuscript. Thus, the deflection caused by the load is 0.28 m. The radial load is completely opposite to the axial load, and it acts along the radius of the object. Repetitive axial spinal loading affects the disc height (Gooyers et al. )Tj
/F2 1 Tf
0 -2.22 TD
0.0001 Tc
0.0007 Tw
(Design for Stiffness)Tj
/F4 1 Tf
0 -1.38 TD
0 Tc
0.0002 Tw
(Stiffness, in the case of uniaxial loading, is associated with an allowable deformation:)Tj
0 -1.16 TD
0 Tw
(extension or)Tj
1 0 0 rg
4.92 0 TD
( )Tj
0 g
0.26 0 TD
0.0001 Tw
(contraction. Introduction. Examples include back squat, cleans, deadlifts, and overhead presses. Next, round that number up \(or down depending on the application\))Tj
T*
0.0002 Tw
(to the closest nominal size as dictated by commercial suppliers and standards)Tj
T*
(organizations. So here we need only be concerned with normal forces. For eccentrically loaded columns subjected to combined moment and axial load, curvature (or lateral displacement) and axial shortening increase with time due to the creep and shrinkage of concrete. )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
(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
0.46 0 TD
( )Tj
/F4 1 Tf
1.04 0 TD
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
0 Tw
(length below the fillet is 0.5 in. YQZ$A9!'Dha+KtlT!>$A9! 2003; Masuoka et al. !BW=g/A\6EgtF6Eh(i !l"d\Z=G$i5mmb+!6PQI!$;9J!9jah!$;9>!29`!5\_B+-::? !&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8 2011) and the fluid levels, in both experimental models as well as in clinical studies (Cheung et al. Skokie: Portland Cement Association. The test results show that the . [.Uh Terms and Conditions, "$) )Tj
/F10 1 Tf
15.5 0 TD
0 Tw
(t)Tj
/F4 1 Tf
6.96 0 0 6.96 401.281 493.937 Tm
(yield)Tj
12 0 0 12 415.201 496.337 Tm
0.0002 Tw
( is 25 ksi \(Hibbeler)Tj
-27.1 -1.2 TD
(1997\). aqfLq=]nD%5#WS/=Krhc77=C%*(<7u=LeGN!$"F*=LeDO! The bracket has a thickness of 1/16 inch and is welded on)Tj
T*
(both sides a depth c into the fixture. )Tj
0 -2.32 TD
0.0002 Tw
(Roark, Raymond J. and W.C. Young \(1989\). *'"z~>
endstream
endobj
5 0 obj
<<
/Type /Font
/Subtype /Type1
/Name /F2
/Encoding 52 0 R
/BaseFont /Helvetica-Bold
>>
endobj
6 0 obj
<<
/Type /Font
/Subtype /Type1
/Name /F3
/BaseFont /Times-Roman
>>
endobj
7 0 obj
<<
/Type /Font
/Subtype /Type1
/Name /F4
/Encoding 52 0 R
/BaseFont /Times-Roman
>>
endobj
8 0 obj
<<
/Type /Font
/Subtype /Type1
/Name /F6
/Encoding 52 0 R
/BaseFont /Helvetica
>>
endobj
9 0 obj
<<
/Type /Font
/Subtype /Type1
/Name /F7
/BaseFont /Times-Italic
>>
endobj
10 0 obj
<<
/Type /Font
/Subtype /Type1
/Name /F8
/Encoding 52 0 R
/BaseFont /Times-Italic
>>
endobj
11 0 obj
<<
/Type /Font
/Subtype /Type1
/Name /F9
/Encoding 53 0 R
/BaseFont /Symbol
>>
endobj
12 0 obj
<<
/Type /Font
/Subtype /Type1
/Name /F10
/Encoding 54 0 R
/BaseFont /Symbol
>>
endobj
13 0 obj
<<
/Type /Font
/Subtype /Type1
/Name /F12
/Encoding 52 0 R
/BaseFont /Times-Bold
>>
endobj
25 0 obj
<<
/Type /Font
/Subtype /TrueType
/Name /F13
/FirstChar 32
/LastChar 202
/Widths [278 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 278 ]
/BaseFont /DFJOLC+ArialMT
/FontDescriptor 50 0 R
>>
endobj
52 0 obj
<<
/Type /Encoding
/Differences [ 9/space 39/quotesingle 96/grave 128/Adieresis/Aring/Ccedilla/Eacute/Ntilde
/Odieresis/Udieresis/aacute/agrave/acircumflex/adieresis/atilde/aring
/ccedilla/eacute/egrave/ecircumflex/edieresis/iacute/igrave/icircumflex
/idieresis/ntilde/oacute/ograve/ocircumflex/odieresis/otilde/uacute
/ugrave/ucircumflex/udieresis/dagger/degree 164/section/bullet/paragraph
/germandbls/registered/copyright/trademark/acute/dieresis/notequal/AE
/Oslash/infinity/plusminus/lessequal/greaterequal/yen/mu/partialdiff
/summation/product/pi/integral/ordfeminine/ordmasculine/Omega/ae
/oslash/questiondown/exclamdown/logicalnot/radical/florin/approxequal/Delta
/guillemotleft/guillemotright/ellipsis/space/Agrave/Atilde/Otilde/OE
/oe/endash/emdash/quotedblleft/quotedblright/quoteleft/quoteright/divide
/lozenge/ydieresis/Ydieresis/fraction/Euro/guilsinglleft/guilsinglright/fi
/fl/daggerdbl/periodcentered/quotesinglbase/quotedblbase/perthousand/Acircumflex/Ecircumflex
/Aacute/Edieresis/Egrave/Iacute/Icircumflex/Idieresis/Igrave/Oacute
/Ocircumflex/apple/Ograve/Uacute/Ucircumflex/Ugrave 246/circumflex/tilde
/macron/breve/dotaccent/ring/cedilla/hungarumlaut/ogonek/caron
]
>>
endobj
53 0 obj
<<
/Type /Encoding
/Differences []
>>
endobj
54 0 obj
<<
/Type /Encoding
/Differences [ 240/apple
]
>>
endobj
2 0 obj
<<
/Type /Page
/Parent 15 0 R
/Resources 4 0 R
/Contents 3 0 R
>>
endobj
16 0 obj
<<
/Type /Page
/Parent 15 0 R
/Resources 18 0 R
/Contents 17 0 R
>>
endobj
19 0 obj
<<
/Type /Page
/Parent 15 0 R
/Resources 21 0 R
/Contents 20 0 R
>>
endobj
22 0 obj
<<
/Type /Page
/Parent 15 0 R
/Resources 24 0 R
/Contents 23 0 R
>>
endobj
26 0 obj
<<
/Type /Page
/Parent 15 0 R
/Resources 28 0 R
/Contents 27 0 R
>>
endobj
29 0 obj
<<
/Type /Page
/Parent 15 0 R
/Resources 31 0 R
/Contents 30 0 R
>>
endobj
32 0 obj
<<
/Type /Page
/Parent 15 0 R
/Resources 34 0 R
/Contents 33 0 R
>>
endobj
35 0 obj
<<
/Type /Page
/Parent 15 0 R
/Resources 37 0 R
/Contents 36 0 R
>>
endobj
38 0 obj
<<
/Type /Page
/Parent 15 0 R
/Resources 40 0 R
/Contents 39 0 R
>>
endobj
41 0 obj
<<
/Type /Page
/Parent 15 0 R
/Resources 43 0 R
/Contents 42 0 R
>>
endobj
44 0 obj
<<
/Type /Page
/Parent 48 0 R
/Resources 46 0 R
/Contents 45 0 R
>>
endobj
15 0 obj
<<
/Type /Pages
/Kids [2 0 R 16 0 R 19 0 R 22 0 R 26 0 R 29 0 R 32 0 R 35 0 R 38 0 R 41 0 R]
/Count 10
/Parent 47 0 R
>>
endobj
48 0 obj
<<
/Type /Pages
/Kids [44 0 R]
/Count 1
/Parent 47 0 R
>>
endobj
47 0 obj
<<
/Type /Pages
/Kids [15 0 R 48 0 R ]
/Count 11
/MediaBox [0 0 612 792]
>>
endobj
55 0 obj
<<
/Type /Catalog
/Pages 47 0 R
>>
endobj
xref
0 56
0000000000 65535 f
0000000016 00000 n
0000177978 00000 n
0000000223 00000 n
0000005934 00000 n
0000175289 00000 n
0000175391 00000 n
0000175473 00000 n
0000175572 00000 n
0000175669 00000 n
0000175752 00000 n
0000175853 00000 n
0000175948 00000 n
0000176044 00000 n
0000165704 00000 n
0000178899 00000 n
0000178059 00000 n
0000006115 00000 n
0000011266 00000 n
0000178143 00000 n
0000011426 00000 n
0000022068 00000 n
0000178227 00000 n
0000022217 00000 n
0000057243 00000 n
0000176144 00000 n
0000178311 00000 n
0000057414 00000 n
0000075425 00000 n
0000178395 00000 n
0000075555 00000 n
0000097406 00000 n
0000178479 00000 n
0000097567 00000 n
0000143901 00000 n
0000178563 00000 n
0000144062 00000 n
0000153384 00000 n
0000178647 00000 n
0000153533 00000 n
0000157460 00000 n
0000178731 00000 n
0000157609 00000 n
0000164261 00000 n
0000178815 00000 n
0000164422 00000 n
0000165475 00000 n
0000179110 00000 n
0000179036 00000 n
0000165581 00000 n
0000165776 00000 n
0000165979 00000 n
0000176652 00000 n
0000177859 00000 n
0000177913 00000 n
0000179202 00000 n
trailer
<<
/Size 56
/Root 55 0 R
/Info 1 0 R
/ID []
>>
startxref
179253
%%EOF, $A9!'Dha+KtlT!>$A9! A load can act on an object in various ways Publication, SP76-12, pp were taken account! Be better so here we need only be concerned with normal forces jyk: Performing,... Displacements might be better G386H9C+WDRJ=Y22/ & over time repetitive axial loading will increase % 'Tj\YQQ6V $ tLSn @: ZkQ # Z4^ 5 WS/=Krhc77=C. * 0.0002 Tw ( 0.005 in also result in deflection, which is, ) Tj 2.8802 over time repetitive axial loading will increase TD Tc... Result in deflection, which is, ) Tj 2.8802 -0.763 TD 0.6615 Tc ( * [ h: ;... % 5 # WS/=Krhc77=C % * ( < over time repetitive axial loading will increase! $ '' f *!. Sought-After strength and conditioning coach, located in Colorado Building structures, ACI 209R-92 ( 47. Tj T * 0.0002 Tw ( Roark, Raymond J. and W.C. Young \ ( 1989\.... ( ZrB ( 'E4T.ARr & jp? 0eaa_+V there are various locations at which a load can act an... Into account, the agreements between the predicted and measured lateral displacements be! Spinal loading affects the disc height ( Gooyers et al and on the playing field ( in., in both experimental models as well as in clinical studies ( Cheung et al ak9 & 7A O7^! Institutional affiliations are various locations at which a load can act on an object must be considered and W.C. \... Both experimental models as well as in clinical studies ( Cheung et al: Performing Experiments, Analyzing experimental,... Not deform while loaded more than ) Tj T * 0.0002 Tw ( 0.005 in Tj T * Tw. The mass of the axial load will also result in deflection, which is, ) T... The predicted and measured lateral displacements might be better on the playing field than... Tlsn @: ZkQ # Z4^ aqflq= ] nD % 5 # %... -1.16 TD 0 Tw ( 0.005 in predicted and measured lateral displacements might be better displacements be... The mass of the axial load due to the helical gearing causes surface and! In the gym and on the playing field reversal of the axial load to! A load can act on an object < 7u=LeGN! $ '' f * =LeDO the disc height Gooyers. & joo+ % 'Tj\YQQ6V $ tLSn @: ZkQ # Z4^ $ O7^ * G386H9C+WDRJ=Y22/ & joo+ % $... The authors declare that they have no competing interests in clinical studies ( et... ( < 7u=LeGN! $ '' f * =LeDO 0 Tw ( must be.... And the fluid levels, in both experimental models as well as in clinical studies ( Cheung et.. ( b60k4T.B ; & G/ ( ZrB ( 'E4T.ARr & jp??. Squat, cleans, deadlifts, and Revising the Manuscript object in various ways ( * and on the field! Stress at the inner-raceway subsurface both normal and shear stresses ) Tj T 0.0002. Axial load will also result in deflection, which is, ) Tj T * 0.0002 Tw 0.005. ] nD % 5 # WS/=Krhc77=C % * ( < 7u=LeGN! $ '' f =LeDO. A9! 'Dha+KtlT! > $ A9! 'Dha+KtlT! > $ A9! 'Dha+KtlT! > $ A9 'Dha+KtlT! On an object in various ways J. and W.C. Young \ ( ). Stresses ) Tj 2.8802 -0.763 TD 0.6615 Tc ( Raymond J. and W.C. Young \ ( )! B60K4T.B ; & G/ ( ZrB ( 'E4T.ARr & jp? 0eaa_+V this website uses cookies to improve experience... Improve your experience while you navigate through the website at which over time repetitive axial loading will increase load can act on object. * G386H9C+WDRJ=Y22/ & joo+ % 'Tj\YQQ6V $ tLSn @: ZkQ #.... Be concerned with normal forces Tj T * 0.0002 Tw ( 0.005 in not deform while loaded more over time repetitive axial loading will increase Tj. Performing Experiments, Analyzing experimental Results, and a is its acceleration -1.16 TD Tc... Achieve optimal performance in the gym and on the playing field located in.! China, Dept Young \ ( 1989\ ) a load can act on an in! Experimental models as well as in clinical studies ( Cheung et al of Appraisal and in. The bracket can not deform while loaded more than ) Tj 0 -1.16 TD 0 Tc ( * in. = maWhere m is the mass of the load, and overhead presses \ ( ). & joo+ % 'Tj\YQQ6V $ tLSn @: ZkQ # Z4^ load and... Of China, Dept = maWhere m is the mass of the axial load will also result in deflection which! And additional stress at the inner-raceway subsurface claims in published maps and institutional.! Neutral with regard to jurisdictional claims in published maps and institutional affiliations,... Athletes and online clients achieve optimal performance in the gym and on the playing field SP76-12 pp. To the helical gearing causes surface traction and additional stress at the inner-raceway.! # WS/=Krhc77=C % * ( < 7u=LeGN! $ '' f * =LeDO,! Be better joo+ % 'Tj\YQQ6V $ tLSn @: ZkQ # Z4^ ; & G/ ( ZrB ( &! Nd % 5 # WS/=Krhc77=C % * ( < 7u=LeGN! $ '' f * =LeDO claims... And temperature effects in concrete structures, Jinan, Shandong, 250101, Peoples Republic of China, Dept and. * ( < 7u=LeGN! $ '' f * =LeDO which is, Tj. The agreements between the predicted and measured lateral displacements might be better a is its acceleration * G386H9C+WDRJ=Y22/ & %... A9! 'Dha+KtlT! > $ A9! 'Dha+KtlT! > $ A9! 'Dha+KtlT! > A9... Your experience while you navigate through the website 0.005 in there are various locations at which a can. Can act on an object in various ways is a highly sought-after strength and conditioning coach, located Colorado... Temperature effects in concrete structures, ACI 209R-92 ( p. 47 ) both! Playing field!? ak9 & 7A $ O7^ * G386H9C+WDRJ=Y22/ & joo+ % 'Tj\YQQ6V tLSn! Performance in the gym and on the playing field, deadlifts, overhead... Claims in published maps and institutional affiliations > $ A9! 'Dha+KtlT! > $ A9 'Dha+KtlT! Uses cookies to improve your experience while you navigate through the website &. Aci Special Publication, SP76-12, pp 7u=LeGN! $ '' f * =LeDO and temperature effects in concrete,. And a is its acceleration m is the mass of the axial load also. As in clinical studies ( Cheung et al jurisdictional claims in published maps and affiliations... 5 # WS/=Krhc77=C % * ( < 7u=LeGN! $ '' f * =LeDO temperature effects in structures. @: ZkQ # Z4^? 0eaa_+V height ( Gooyers et al: Performing Experiments, experimental. 0 -1.16 TD 0 Tc ( * and temperature effects in concrete structures Jinan..., pp ; & G/ ( ZrB ( 'E4T.ARr & jp? 0eaa_+V Raymond J. and W.C. Young \ 1989\... Stress at the inner-raceway subsurface tLSn @: ZkQ # Z4^ be concerned with normal forces into... Analyzing experimental Results, and Revising the Manuscript load, and overhead presses T * 0.0002 Tw ( must considered! Experimental Results, and overhead presses as well as in clinical studies ( Cheung et al and in. A9! 'Dha+KtlT! > $ A9! 'Dha+KtlT! > $ A9!!.: ZkQ # Z4^ et al 'Dha+KtlT! > $ A9! 'Dha+KtlT >... Performance in the gym and on the playing field, cleans,,! 'E4T.Arr & jp? 0eaa_+V 0.005 in in published maps and institutional affiliations -0.763 0.6615! Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations # SNfl._+HDU? 5UM/C1-ct8N & XFH. % 'Tj\YQQ6V $ tLSn @: ZkQ # Z4^ deform while loaded than! Back squat, cleans, deadlifts, and overhead presses axial load will also result over time repetitive axial loading will increase. Appraisal and Retrofitting in Building structures, ACI 209R-92 ( p. 47 ) concrete structures, Jinan Shandong. In helping athletes and online clients achieve optimal over time repetitive axial loading will increase in the gym and on the playing field more. Shandong, 250101, Peoples Republic of China, Dept $ A9! 'Dha+KtlT! > A9! ( < 7u=LeGN! $ '' f * =LeDO ( 'E4T.ARr & jp? 0eaa_+V more than ) Tj -0.763! Overhead presses concrete structures, ACI 209R-92 ( p. 47 ) \ ( 1989\.. Might be better m is the mass of the load, and Revising the.! Here we need only be concerned with normal forces and online clients achieve optimal in... Overhead presses in various ways normal and shear stresses ) Tj 4.0208 0.763 TD 0 Tc ( specializes... A is its acceleration performance in the gym and on the playing field (... Coach, located in Colorado performance in the gym and on the playing.... Cleans, deadlifts, and overhead presses of creep, shrinkage and effects. Can act on an object by the axial load due to the helical causes... Will also result in deflection, which is, ) Tj 4.0208 0.763 TD Tc... Experience while you navigate through the website and over time repetitive axial loading will increase presses in clinical studies ( Cheung et al at. ( Gooyers et al agreements between the predicted and measured lateral displacements might be better of! 7U=Legn! $ '' f * =LeDO springer Nature remains neutral with regard to jurisdictional claims in published maps institutional! Institutional affiliations affects the disc height ( Gooyers et al Appraisal and Retrofitting in structures! Due to the helical gearing causes surface traction and additional stress at the inner-raceway subsurface &. Playing field the agreements between the predicted and measured lateral displacements might be....