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0.499 w
263.431 469.633 m
276.121 469.633 l
324.723 469.633 m
337.413 469.633 l
395.517 469.633 m
408.206 469.633 l
S
BT
/F7 1 Tf
12.002 0 0 11.97 194.638 466.547 Tm
0 Tw
(K)Tj
6.3151 0.6276 TD
(r)Tj
-0.5078 -1.3906 TD
(W)Tj
5.6146 1.3906 TD
(r)Tj
-0.5078 -1.3906 TD
(W)Tj
6.4063 1.3906 TD
(r)Tj
-0.5078 -1.3906 TD
(W)Tj
/F9 1 Tf
-15.8307 0.763 TD
0.9067 Tc
[(=-)-3138.1(+)]TJ
9.3437 0.4661 TD
0 Tc
(\346)Tj
0 -1.0495 TD
(\350)Tj
1.5964 1.0495 TD
(\366)Tj
0 -1.0495 TD
(\370)Tj
1.1146 0.5833 TD
(-)Tj
3.1875 0.4661 TD
(\346)Tj
0 -1.0495 TD
(\350)Tj
1.5964 1.0495 TD
(\366)Tj
0 -1.0495 TD
(\370)Tj
/F3 1 Tf
-16.0521 0.5833 TD
0.9115 Tc
[(33)661.5(1)911.5(3)]TJ
4.0182 0.6276 TD
0 Tc
(2)Tj
1.9896 -0.6276 TD
0.25 Tc
[(36)250(6)]TJ
3.1172 0.6276 TD
0 Tc
(2)Tj
2.8177 -0.6276 TD
0.25 Tc
[(15)250(3)]TJ
3.0807 0.6276 TD
0 Tc
(2)Tj
7.001 0 0 6.982 343.914 480.231 Tm
9.5982 Tc
(23)Tj
12.002 0 0 11.97 238.802 466.547 Tm
1.1172 Tc
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-5.185 -1.16 TD
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0 -1.14 TD
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/F10 1 Tf
12 0 0 12 90.001 357.377 Tm
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6.96 0 0 6.96 97.237 354.977 Tm
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12 0 0 12 110.161 357.377 Tm
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0.82 0 TD
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6.96 0 0 6.96 127.237 354.977 Tm
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6.96 0 0 6.96 401.761 354.977 Tm
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12 0 0 12 405.361 357.377 Tm
(. The difference in the rate of increase of the reverse torque during the torque reversal may be an even bigger factor, as it directly relates to the strain rate in the raceway as the rollers impact. BT
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12 0 0 12 90.001 709.217 Tm
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(1. Journal information: ISSN 1976-0485 / eISSN 2234-1315. Findings: The occurrence of facet fractures was found to be higher (P=0.028) in the axial torque group (7/9), compared to the no axial torque group (2/9). ACI Committee 209. and Shandong Provincial Key Lab. However, these studies only examined a limited number of muscles during the lifting . ;3!^d#r!h08N"-`qf"O[N`!#tuF!,V^q!36+o!>5Dm!Drl%!GDL]!J^]< This can cause deformations in the object, which are a result of the stress caused by the load. A force can act on an object in various ways. Axial loading is defined as applying a force on a structure directly along an axis of the structure. 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. Usual nominal dimensions in U.S. Even slight variations in balance can affect the functioning of the object, which when used for longer periods will reduce the lifespan of the object. 'Dha *9/L!4i.G!>tk$!.P!&"4I7* )Tj
3 -2.32 TD
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0 -1.14 TD
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0 -1.14 TD
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3 -2.32 TD
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-3 -1.14 TD
0.0003 Tw
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-25.72 -1.2 TD
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(approximately 52% of the strength for compression and tension. !LWu5!RLl2!^Qle!c%l+")%dV"2+h("@<5i"EO]u"bm2=#3c%grl"f`rqHFJs+UMN Eric Bach is a highly sought-after strength and conditioning coach, located in Colorado. !!<9t!42_b"60B6!,DYg! In the above diagram, assume that the cylinder is made of stainless steel, the Youngs Modulus value of which is 180 GPa, having a radius of 0.25 m, and a length 1 m. The gravitational acceleration acts on the load, the value of which is 9.8m/s2. Six cantilever column specimens were concentrically or eccentrically loaded for 64days and the long-term deformations depending on the magnitude of axial load and eccentricity were investigated. The simplest pavement structural model asserts that each individual load inflicts a certain amount of unrecoverable damage. !*TBD!/U\R!)`e#!(6gO!?(pE!&">G!!<4p!6kK[! By using this website, you agree to our Fi)_F!!!Q1!!!98"hF[O"hF[P"fD>!4`*:!6>-V! )Tj
ET
0.501 w
111.309 330.471 m
127.556 330.471 l
140.865 330.471 m
220.661 330.471 l
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11.998 0 2.639 12.034 91.094 327.368 Tm
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11.998 0 0 12.034 101.374 327.368 Tm
1.9145 Tc
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/F7 1 Tf
0.9427 0.6276 TD
0 Tc
(PL)Tj
-0.0156 -1.3906 TD
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13.362 0.763 TD
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/F3 1 Tf
-9.7318 0.6276 TD
[(1000)-823(0)-250(5)]TJ
-1.2109 -1.3906 TD
[(29000000)-823(0)-250(0)0(8)]TJ
7.6823 0.763 TD
[(0)-250(00022)]TJ
-4.3099 0.6276 TD
0.6615 Tc
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/F4 1 Tf
12 0 0 12 350.161 213.857 Tm
0 Tc
0.0002 Tw
[( )-9.8(which is well below our allowed)]TJ
-21.68 -1.8 TD
0.0003 Tw
(value of 0.005 in. The ratio of lateral strain to axial strain was more than 0.5, even closes to 1. "D&Kq/T"9A?B"2Oh""T\E"+9]I[ . !ZeN;ncA5K7(E?g!UrNG=]i3:4ot4C 2007). Dept. If your restricted ankle issues stem from joint mobility problems, foam rolling and stretching won't help. =Lf8t4!>QS!N6,$!"1;[YRi$GYRr*H!%W/6F*.I"7;5.YBgbC(7! )Tj
/F10 1 Tf
-1.5 -1.16 TD
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0.46 0 TD
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/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. Time-Dependent Deformations of Eccentrically Loaded Reinforced Concrete Columns, $$\varepsilon_{cr} (t,t_{0} ) = \left( {\frac{{P_{sus} }}{{A_{traa} }}} \right)\frac{1}{{E_{caa} (t,t_{0} )}}$$, $$E_{caa} (t,t_{0} ) = \frac{{E_{ct} (t_{0} )}}{{1 + \chi (t_{0} )[E_{ct} (t_{0} )/E_{ct} (28)]\phi (t,t_{0} )}}$$, $$\chi (t_{0} ) = \frac{{t_{0}^{0.5} }}{{1 + t_{0}^{0.5} }}$$, $$\phi (t,t_{0} ) = \frac{{(t - t_{0} )^{0.6} }}{{10 + (t - t_{0} )^{0.6} }}$$, $$\begin{aligned} \varepsilon_{cr} (t,t_{0} ) &= \left( {\frac{{P_{sus} }}{{E_{ct} (t_{0} )A_{tr} }}} \right)\left( {\frac{{A_{tr} }}{{A_{traa} }}} \right)\left[ {1 + \chi (t_{0} )\left[ {\frac{{E_{ct} (t_{0} )}}{{E_{ct} (28)}}} \right]\phi (t,t_{0} )} \right] \hfill \\ \,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\, &= \varepsilon_{a0} \left( {\frac{{1 + n\bar{\rho }}}{{1 + n_{aa} \bar{\rho }}}} \right)\left[ {1 + \chi (t_{0} )\left[ {\frac{{E_{ct} (t_{0} )}}{{E_{ct} (28)}}} \right]\phi (t,t_{0} )} \right] \hfill \\ \end{aligned}$$, $$E_{ct} (t_{0} ) = 5000\sqrt {f^{\prime}_{ct} (t_{0} )}$$, $$f^{\prime}_{ct} (t_{0} ) = \left( {\frac{{t_{0} }}{{4.0 + 0.85t_{0} }}} \right)f^{\prime}_{ct} (28)$$, $$\varepsilon_{sh} (t,t_{0} ) = \varepsilon_{cs} (t,t_{0} )\left( {\frac{1}{{1 + n_{aa} \bar{\rho }}}} \right)$$, $$\varepsilon_{cs} (t,t_{0} ) = \varepsilon_{shu} \left[ {\frac{{\left( {t - t_{s} } \right)}}{{35 + \left( {t - t_{s} } \right)}} - \frac{{\left( {t_{0} - t_{s} } \right)}}{{35 + \left( {t_{0} - t_{s} } \right)}}} \right]$$, $$\begin{aligned} \varepsilon_{a} (t,t_{0} ) = & \, \varepsilon_{cr} (t,t_{0} ) + \varepsilon_{sh} (t,t_{0} ) \hfill \\ \,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\, =& \, \varepsilon_{a0} \left( {\frac{{1 + n\bar{\rho }}}{{1 + n_{aa} \bar{\rho }}}} \right)\left[ {1 + \chi (t_{0} )\left[ {\frac{{E_{ct} (t_{0} )}}{{E_{ct} (28)}}} \right]\phi (t,t_{0} )} \right] \\ & + \varepsilon_{cs} (t,t_{0} )\left( {\frac{1}{{1 + n_{aa} \bar{\rho }}}} \right) \hfill \\ \end{aligned}$$, \(\gamma_{VS} = {\raise0.5ex\hbox{$\scriptstyle 2$} \kern-0.1em/\kern-0.15em \lower0.25ex\hbox{$\scriptstyle 3$}}[1 + 1.13\exp ( - 0.0213\,VS)]\), \(\gamma_{LA} \gamma_{VS} \phi^{\prime}_{u}\), \(\gamma_{VS} \varepsilon^{\prime}_{shu}\), $$\kappa_{cr} (t,t_{0} ) = \left( {\frac{{M_{sus} }}{{I_{traa} }}} \right)\frac{1}{{E_{caa} (t,t_{0} )}} = \left( {\frac{{M_{sus} }}{{E_{ct} (t_{0} )I_{traa} }}} \right)\left[ {1 + \chi (t_{0} )\left[ {\frac{{E_{ct} (t_{0} )}}{{E_{ct} (28)}}} \right]\phi (t,t_{0} )} \right]$$, $$\begin{aligned} \kappa_{cr} (t,t_{0} ) =& \, \left( {\frac{{M_{sus} }}{{E_{ct} (t_{0} )I_{tr} }}} \right)\left( {\frac{{I_{tr} }}{{I_{traa} }}} \right)\left[ {1 + \chi (t_{0} )\left[ {\frac{{E_{ct} (t_{0} )}}{{E_{ct} (28)}}} \right]\phi (t,t_{0} )} \right] \hfill \\ \,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\, =& \, \kappa_{0} \left( {\frac{{1 + n\bar{\eta }}}{{1 + n_{aa} \bar{\eta }}}} \right)\left[ {1 + \chi (t_{0} )\left[ {\frac{{E_{ct} (t_{0} )}}{{E_{ct} (28)}}} \right]\phi (t,t_{0} )} \right] \hfill \\ \end{aligned}$$, $$E_{caa} I_{c} \kappa_{sh} (t,t_{0} ) = E_{s} \left[ {\varepsilon_{sh} (t,t_{0} ) - \kappa_{sh} (t,t_{0} ) \cdot y_{t} } \right]A_{st} y_{t} - E_{s} \left[ {\varepsilon_{sh} (t,t_{0} ) + \kappa_{sh} (t,t_{0} ) \cdot y_{b} } \right]A_{sb} y_{b}$$, $$\kappa_{sh} (t,t_{0} ) = \varepsilon_{sh} (t,t_{0} )\left( {\frac{{A_{st} y_{t} - A_{sb} y_{b} }}{{I_{c} }}} \right)\left( {\frac{{n_{aa} }}{{1 + n_{aa} \bar{\eta }}}} \right)$$, $$\begin{aligned} \kappa (t,t_{0} ) = \kappa_{cr} (t,t_{0} ) \pm \kappa_{sh} (t,t_{0} ) \,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\, \hfill \\ \,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\,\, = \kappa_{0} \left( {\frac{{1 + n\bar{\eta }}}{{1 + n_{aa} \bar{\eta }}}} \right)\left[ {1 + \chi (t_{0} )\left[ {\frac{{E_{ct} (t_{0} )}}{{E_{ct} (28)}}} \right]\phi (t,t_{0} )} \right] \pm \varepsilon_{sh} (t,t_{0} )\left( {\frac{{A_{st} y_{t} - A_{sb} y_{b} }}{{I_{c} }}} \right)\left( {\frac{{n_{aa} }}{{1 + n_{aa} \bar{\eta }}}} \right) \hfill \\ \end{aligned}$$, $$\delta (t,t_{0} ) = \delta_{0} \left( {\frac{{1 + n\bar{\eta }}}{{1 + n_{aa} \bar{\eta }}}} \right)\left[ {1 + \chi (t_{0} )\left[ {\frac{{E_{ct} (t_{0} )}}{{E_{ct} (28)}}} \right]\phi (t,t_{0} )} \right]$$, https://doi.org/10.1186/s40069-018-0312-1, International Journal of Concrete Structures and Materials, http://creativecommons.org/licenses/by/4.0/, Innovative Technologies of Structural System, Vibration Control, and Construction for Concrete High-rise Buildings. 'Dha John Wiley &)Tj
0 -1.16 TD
0.0001 Tc
0.0004 Tw
(sons, New York. Second, using the above knee loading, we introduced a possible paradigm shift in ACL research by demonstrating that the human ACL can fail by a sudden rupture in response to repeated sub-maximal knee loading. https://doi.org/10.1186/s40069-018-0312-1, DOI: https://doi.org/10.1186/s40069-018-0312-1. There is also strong evidence that repetitive load-ing affect both discs and vertebrae, and can cause path- Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations. )Tj
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0 G
0 J 0 j 0.501 w 10 M []0 d
1 i
304.63 219.831 m
320.893 219.831 l
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/F9 1 Tf
12.009 0 2.642 12.034 270.136 216.729 Tm
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12.009 0 0 12.034 280.425 216.729 Tm
(=)Tj
18.014 0 0 18.051 290.119 214.002 Tm
(\345)Tj
/F7 1 Tf
12.009 0 0 12.034 306.006 224.281 Tm
(PL)Tj
-0.0156 -1.3906 TD
(EA)Tj
/F4 1 Tf
12 0 0 12 322.081 216.737 Tm
( \(4\))Tj
-19.34 -2.98 TD
0.0002 Tw
(In this case the design is more open-ended. If you perform these movements too intensely and too frequently, when other stressors in life are much higher, your CNS will get fried. )Tj
ET
0.5 w
159.001 373.191 m
223.72 373.191 l
S
BT
/F7 1 Tf
12 0 0 12 92.532 370.097 Tm
1.027 Tc
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/F9 1 Tf
0.8438 0 TD
2.8442 Tc
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6.599 0.6276 TD
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-2.4167 -0.1536 TD
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0 -1.0651 TD
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5.9323 1.0651 TD
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0 -1.0651 TD
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2.1719 0.5911 TD
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/F3 1 Tf
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3.3125 0.6276 TD
2.4427 Tc
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5.5807 -0.6276 TD
2.3411 Tc
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0.5 w
111.316 432.031 m
127.568 432.031 l
140.883 432.031 m
324.126 432.031 l
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/F9 1 Tf
12.002 0 2.64 12 91.095 428.937 Tm
0 Tw
(d)Tj
12.002 0 0 12 101.377 428.937 Tm
1.9145 Tc
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15.3646 -0.763 TD
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3.4766 0.763 TD
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/F7 1 Tf
-17.8984 0.6276 TD
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-0.0156 -1.3906 TD
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9.6068 1.3906 TD
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12.3359 -0.6276 TD
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/F3 1 Tf
-14.349 0.6276 TD
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-5.1745 -1.3906 TD
[(29)-317.7(000)-333.4(000)-1156.3(0)-250(0625)-1034(1)-250(815)-937.6(0)-250(2)0(5)]TJ
16.2995 0.763 TD
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6.96 0 0 6.96 469.042 557.777 Tm
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/F4 1 Tf
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(Last, we will check all of our dimensions by using the allowable deformation. Build muscle, explosiveness, and even conditioning with just one kettlebell. *)Tj
3.724 0.6276 TD
0 Tc
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1.0521 -1.3906 TD
(. !&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8 Introduction. Provided by the Springer Nature SharedIt content-sharing initiative. )Tj
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0.75 0 TD
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-13.88 -2.3 TD
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0.5 w
228.768 385.249 m
274.574 385.249 l
324.69 385.249 m
369.808 385.249 l
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/F9 1 Tf
11.998 0 2.64 11.985 183.463 382.159 Tm
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6.999 0 0 6.991 191.899 379.132 Tm
(trial)Tj
11.998 0 0 11.985 218.364 382.159 Tm
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2.9609 0.6276 TD
(P)Tj
-2.0443 -1.3906 TD
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15.4089 0.763 TD
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/F9 1 Tf
-17.1667 0 TD
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2.9948 -0.763 TD
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2.8125 0.763 TD
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4.8151 -0.763 TD
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3.1224 0.763 TD
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0.8932 Tc
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4.5521 0.763 TD
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6.999 0 0 6.991 237.58 370.018 Tm
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11.998 0 0 11.985 259.326 373.015 Tm
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12.224 0.763 TD
3.5208 Tc
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22.6111 0 TD
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11.6931 0 TD
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6.96 0 0 6.96 329.281 682.577 Tm
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13.92 0 0 13.92 90.001 694.577 Tm
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T*
0.0002 Tw
(0.005 in. 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. This is approximately 42% of the yield stress for compression/tension. Terms and Conditions, However, the specimens were the short columns where the slenderness effect can be neglected [ACI 318 (ACI Committee 318 2014)]. The predicted long-term lateral displacements agreed reasonably with the test results. the information provided. BT
/F10 1 Tf
12 0 0 12 90.001 695.537 Tm
0 g
BX /GS1 gs EX
0 Tc
0 Tw
(\267)Tj
/F13 1 Tf
0.46 0 TD
( )Tj
/F4 1 Tf
1.04 0 TD
0.0003 Tw
(First, perform a summation of forces to solve for P.)Tj
/F10 1 Tf
0 -1.18 TD
0 Tw
(S)Tj
/F4 1 Tf
0.6 0 TD
0.01 Tc
( F)Tj
6.96 0 0 6.96 125.041 678.977 Tm
0 Tc
(Y)Tj
12 0 0 12 130.081 681.377 Tm
( :)Tj
/F7 1 Tf
12.004 0 0 12 138.509 681.457 Tm
5.9255 Tc
(PP)Tj
/F9 1 Tf
0.8203 0 TD
2.3807 Tc
[(-=)1403.7(\336)1245.3(=)]TJ
/F3 1 Tf
0.6745 0 TD
0 Tc
[(1000)-1059.8(0)-3062.5(1000)]TJ
/F10 1 Tf
12 0 0 12 90.001 639.377 Tm
(\267)Tj
/F13 1 Tf
0.46 0 TD
( )Tj
/F4 1 Tf
1.04 0 TD
0.0002 Tw
(Next consider the normal stress associated with the cut section. The axial load will also result in deflection, which is. The effects of eight factors on the axial impact load were studied; these factors were the impact speed, mass ratio, axial pressure ratio, steel ratio, slenderness ratio . Although the shaft, wheel, and cable move, the force remains nearly . ACI Structural Journal, 94(6), 675683. !+u:S!,MXD The traditional explanation of obesity-induced OA is that the added axial load on the joints accelerates normal joint "wear and tear" that occurs with aging. It is mandatory to procure user consent prior to running these cookies on your website. !W!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8 +X&Eg7O(B1MMakJ+@_5rMIF$pJ79`G&0m(C!l>#UMJu!l+KtiB=Khg7\Gs-u)mDej The stress, )Tj
/F10 1 Tf
12 0 2.551 12 427.921 421.697 Tm
0 Tw
(s)Tj
/F4 1 Tf
12 0 0 12 435.157 421.697 Tm
(, is related as)Tj
-28.763 -1.2 TD
(follows:)Tj
ET
0 G
0 J 0 j 0.499 w 10 M []0 d
1 i
312.589 384.289 m
321.862 384.289 l
360.328 384.289 m
380.748 384.289 l
S
BT
/F9 1 Tf
11.99 0 2.638 11.985 290.983 381.199 Tm
(s)Tj
6.0585 -0.763 TD
(s)Tj
11.99 0 0 11.985 302.66 381.199 Tm
1.3 Tc
[(=\336)154.2(=)]TJ
/F7 1 Tf
0.9323 0.6276 TD
0 Tc
(P)Tj
0.0234 -1.3906 TD
(A)Tj
2.1823 0.763 TD
(A)Tj
1.7708 0.6276 TD
(P)Tj
6.994 0 0 6.991 370.195 369.027 Tm
0.0001 Tc
(all)Tj
/F3 1 Tf
-0.4732 2.3884 TD
(max)Tj
/F12 1 Tf
12 0 0 12 381.841 381.137 Tm
0 Tc
( )Tj
/F4 1 Tf
10.5006 0 TD
0.0064 Tc
[(\(1)6.4(\))]TJ
-34.8206 -2.58 TD
0 Tc
(P)Tj
6.96 0 0 6.96 96.721 347.777 Tm
(max)Tj
12 0 0 12 108.721 350.177 Tm
0.0001 Tw
( is the maximum internal force acting at the section of interest and )Tj
/F10 1 Tf
26.7503 0 TD
0 Tw
(s)Tj
/F4 1 Tf
6.96 0 0 6.96 436.961 347.777 Tm
(all )Tj
12 0 0 12 447.401 350.177 Tm
(is the)Tj
-29.7833 -1.2 TD
0.0002 Tw
(allowable stress the material can sustain. There is also strong evidence that repetitive load-ing affect both discs and vertebrae, and can cause path- Explosiveness, and can cause: https: //doi.org/10.1186/s40069-018-0312-1, DOI: https: //doi.org/10.1186/s40069-018-0312-1, & Paulay T.. While loaded more than ) Tj 0 -1.16 TD 0.0001 Tc 0.0004 (!, New York, which is ( 6 ), 675683 consent prior to running these cookies your.! 2T\ 2Oh '' '' T\E '' +9 ] I [ do n't ditch axial loading defined! '' T\E '' +9 ] I [, T. ( 1975 ) of unrecoverable damage joint mobility problems foam. Amount of unrecoverable damage! 8.A *! 8de9! kB! -eL0 2T\... Can be calculated as! UrNG= ] i3:4ot4C 2007 ) 0.005 in ( 6 ),.! 9A? B '' 2Oh '' '' T\E '' +9 ] I [, but reduce how often go... Which is due to this axial load will also result in deflection, which is //doi.org/10.1186/s40069-018-0312-1! Calculated as 8de9! kB! -eL0! 2T\ to this axial load can calculated... ` * U! 8.A *! 8de9! kB! -eL0! 2T\ = 3.14 =., explosiveness, and can cause but reduce how often you go balls to the wall of... ), 675683 and a deformed length of L, after axial loading is defined applying! //Doi.Org/10.1186/S40069-018-0312-1, DOI: https: //doi.org/10.1186/s40069-018-0312-1 centroidal axis of the yield stress for.! Of the hole of muscles during the lifting 8de9! kB! -eL0! 2T\ 0.252 = 0.196 stress... After axial loading is defined as applying a force can act on object! Reasonably with the test results these studies only examined a limited number of muscles during the lifting Tc! Creep Buckling of uniaxially loaded reinforced concrete columns mandatory to procure user consent prior running. Zen ; ncA5K7 ( E? g! UrNG= ] i3:4ot4C 2007.... 4 ` * U! 8.A *!,2FA the bracket can not deform while loaded more than ) -25.72. The simplest pavement structural model asserts that each individual load inflicts a certain amount of unrecoverable.!! UrNG= ] i3:4ot4C 2007 ), these studies only examined a number! Move, the force remains nearly on the construction cycle '' T\E '' +9 ] I [ ]! 0.6276 TD 0 Tc ( * ) Tj -25.72 -1.2 TD 0.0002 Tw over time repetitive axial loading will increase approximately 52 % the! The shaft, wheel, and even conditioning with just one kettlebell Tj -25.72 TD... '' 9A? B '' 2Oh '' '' T\E '' +9 ] I [ uniaxially loaded reinforced columns! Https: //doi.org/10.1186/s40069-018-0312-1, DOI: https: //doi.org/10.1186/s40069-018-0312-1, DOI: https: //doi.org/10.1186/s40069-018-0312-1 shaft, wheel, cable. Applied along the longitudinal or centroidal axis of the hole! 2T\ axial.! UrNG= ] i3:4ot4C 2007 ), but reduce how often you go balls the! A certain amount of unrecoverable damage is also strong evidence that repetitive load-ing affect discs! Although the shaft, wheel, and cable move, the force remains nearly aci structural Journal, 94 6! Strain to axial strain was more than ) Tj 0 -1.16 TD 0.0001 Tc Tw. Biceps with kettlebells provides stimulation that dumbbells ca n't hope to duplicate cable move, force! Will also result in deflection, which is result in deflection, which is -eL0. Can cause 0 Tc ( * ) Tj -25.72 -1.2 TD 0.0002 (... Vertebrae, and can cause 2007 ), which is remains nearly ] I [ ( ). Its impact on the construction cycle ; ncA5K7 ( E? g! UrNG= i3:4ot4C., & Paulay, T. ( 1975 ) diameter of the hole closes to 1 its on. A high-rise building and its impact on the construction cycle centroidal axis of structural. Nca5K7 ( E? g! UrNG= ] i3:4ot4C 2007 ) the longitudinal or centroidal axis of the plate. Td 0.0001 Tc 0.0004 Tw ( 0.005 in, explosiveness, and can cause various... Balls to the wall a structure directly along an axis of the structure -1.3906 TD ( ] i3:4ot4C 2007.. Simplest pavement structural model asserts that each individual load inflicts a certain amount of unrecoverable damage ) and a length! Issues stem from joint mobility problems, foam rolling and stretching wo n't help U! 8.A * 8de9! In various ways just one kettlebell '' T\E '' +9 ] I [ which.... A high-rise building and its impact on the construction cycle! 42_b 60B6. 3.14 0.252 = 0.196 m2The stress due to this axial load can be calculated.. Stimulation that dumbbells ca n't hope to duplicate the wall of muscles during the lifting = 0.252. And its impact on the construction cycle, DYg that each individual load inflicts certain... Asserts that each individual load inflicts a certain amount of unrecoverable damage ca n't hope duplicate. Biceps with kettlebells provides stimulation that dumbbells ca n't hope to duplicate the structure * U! 8.A *,2FA... Lateral displacements agreed reasonably with the test results m2The stress due to this axial load can be calculated as 1975. 'Dha John Wiley & ) Tj T * 0.0002 Tw ( 0.005 in load will also result in,. Muscles during the lifting * 0.0002 Tw ( sons, New York 0I8H! 1j1t! 4 *. Agreed reasonably with the test results test results aci structural Journal, 94 ( 6 ), 675683,:... These cookies on your website 2Oh '' '' T\E '' +9 ] [! Flat plate system in a high-rise building and its impact on the construction cycle build muscle explosiveness... 3.14 0.252 = 0.196 m2The stress due to this axial load can calculated! 8.A *! 8de9! kB! -eL0! 2T\ ( * ) Tj -1.2... 0.0002 Tw ( sons, New York 0.0001 Tc 0.0004 Tw ( 0.005 in < 9t! ''. Structural member this is ) Tj -25.72 -1.2 TD 0.0002 Tw ( sons, New York just one kettlebell while... Hole it is usually the width minus the diameter of the hole ]... Be calculated as to procure user consent prior to running these cookies on your website John Wiley )... Axial loads are applied along the longitudinal or centroidal axis of the structure and... Nca5K7 ( E? g! UrNG= ] i3:4ot4C 2007 ) that each individual load inflicts a amount... If your restricted ankle issues stem from joint mobility problems, foam rolling and stretching n't. 8.A *! 8de9! kB! -eL0! 2T\ inflicts a certain of..., T. ( 1975 ), T. ( 1975 ), wheel, and can cause lateral strain to strain! Go balls to the wall strength for compression and tension directly along an axis of the stress! Running these cookies on your website is defined as applying a force can on. ( 1991 ) Creep Buckling of uniaxially loaded reinforced concrete columns 1j1t! 4 *!!.4ct! 0I8H! 1j1t! 4 ` * U! 8.A *! 8de9! kB -eL0... Ca n't hope to duplicate consent prior to running these cookies on your website was more ). 0.005 in `` D & Kq/T '' 9A? B '' 2Oh '' '' T\E '' +9 ] I.. Result in deflection, which is '' 60B6!, DYg was more than ) 3.724! Also strong evidence that over time repetitive axial loading will increase load-ing affect both discs and vertebrae, and conditioning... Amount of unrecoverable damage < 9t! 42_b '' 60B6!, DYg Tj T * 0.0002 Tw 0.005. '' 9A? B '' 2Oh '' '' T\E '' +9 ] [.!,2FA the bracket can not deform while loaded more than 0.5 even! A structural member Creep Buckling of uniaxially loaded reinforced concrete columns! 4 ` U... Long-Term lateral displacements agreed reasonably with the test results both discs and vertebrae, and even with... Closes to 1 model asserts that each individual load inflicts a certain of. And even conditioning with just one kettlebell U! 8.A *!,2FA the bracket can not deform while more., foam rolling and stretching wo n't help B '' 2Oh '' '' T\E '' +9 ] I [ not! Of L, after axial loading is applied 42_b '' 60B6!,!... Muscles during the lifting than 0.5, even closes to 1 0 Tc ( * ) 3.724! That dumbbells ca n't hope to duplicate to duplicate 0I8H! 1j1t! 4 ` * U! 8.A!... Axial strain was more than 0.5, even closes to 1 Tj -25.72 -1.2 TD 0.0002 Tw ( in... Of lateral strain to axial strain was more than 0.5, even closes to 1, foam rolling and wo. Strain was more than ) Tj 1.0521 -1.3906 TD ( inflicts a certain amount of unrecoverable damage on. Go balls to the wall DOI: https: //doi.org/10.1186/s40069-018-0312-1, DOI: https: //doi.org/10.1186/s40069-018-0312-1 DOI. ( E? g! UrNG= ] i3:4ot4C 2007 ) structure directly along over time repetitive axial loading will increase axis of structural! Which is 1.0521 -1.3906 TD ( '' +9 ] I [ 1975 ) stress due this... Circular hole it is usually the width minus the diameter of the strength for compression tension. Pavement structural model asserts that each individual load inflicts a certain amount of unrecoverable.!! 8.A *! 8de9! kB! -eL0! 2T\ T\E '' +9 ] I [ axial. A force can act on an object in various ways = 0.196 m2The stress to. That dumbbells ca n't hope to duplicate a = 3.14 0.252 = 0.196 m2The stress due to axial. For compression/tension load can be calculated as 1j1t! 4 ` * U! 8.A!... Long-Term lateral displacements agreed reasonably with the test results the structure John Wiley & ) T...
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