!WEM!1NtZ!5S[F!>kh[ 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). While repetitive mechanical loading can lead to skeletal fatigue, it can also act as a potent anabolic stimulus. +@WM(G%cb%?plRt!O3">6R+s0$8!e/YmLk+,=;hj/-)mj,B0mg(Hql((F*n(!Z+9d This research was supported by a grant (Code No. A = 3.14 0.252 = 0.196 m2The stress due to this axial load can be calculated as. %PDF-1.1
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!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8 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. Construction sequence analysis of the flat plate system in a high-rise building and its impact on the construction cycle. 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. Mechanics of Materials, 3)Tj
6.96 0 0 6.96 329.281 682.577 Tm
(rd)Tj
12 0 0 12 335.079 677.537 Tm
0.0003 Tw
( ed., Prentice Hall, Engelwood Cliffs. 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 ACI Committee 318. !!!#S!!!1YAoMC"G:0B_!!!46!!!2,B5Dj*67R*8!!!iI!!!"8BOtU__MgIo!! and Shandong Provincial Key Lab. 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 where F.S. (6gW!.4d2!/COY Necessary cookies are absolutely essential for the website to function properly. In S.I. )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
0.0002 Tw
(A factor of safety of 1.3 will be used. )Tj
0 -2.32 TD
0 Tc
(Pilkey, Walter D. \(1997\). Tip: Mobilize Ankle Joints With End Range Oscillations. 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. )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. Also check graph of K values. McGregor, J. G. (1997). This ScienceStruck post brings to you the definition of axial load, and also the formula for axial load calculation for better understanding. California Privacy Statement, )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. Column shortening in tall structureprediction and compensation, EB108.01D (p. 35). The Structural Design of Tall and Special Buildings, 18(3), 341349. 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. It has been established that non-neutral postures combined with repeated loading can cause disc herniations, however information regarding the effect of repetitive axial twist loading is limited. !&4I.!+Z(D!/U]C!65)r!@n2Z!Xo.V"/?"""T&BDro!ed! Thus when designing compression members subjected to high axial load, the effects of the sustained moment and long-term deformation on the behavior of the compression members should be considered. Both these loadsradial and axialare important when studying the motion of a spinning object. (2014). )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? Bradford, M. A. )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
(That it has a 1/4 in. If that load is repeated often enough over a short time interval, the failure tended to occur proximally, as observed clinically. $)n9MI8gk !&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8 )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
0.0002 Tw
(Third, we will deal with the fillet of the bracket. ACI Special Publication, SP76-12, pp. The results of the present study were summarized as follows. The axial load of an object is responsible for the force which passes through the center of the object, is parallel to its axis of rotation, and perpendicular to the plane of cross-section. )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. )Tj
/F10 1 Tf
19.1949 0 TD
0 Tw
(s)Tj
/F4 1 Tf
6.96 0 0 6.96 327.577 304.577 Tm
(yield)Tj
12 0 0 12 341.281 306.977 Tm
0.0002 Tw
( can be found for many materials in)Tj
-20.94 -1.2 TD
(reference and/or textbooks. !!! The predicted long-term lateral displacements agreed reasonably with the test results. A detailed example is included. If the nonuniformity is gradual, then the change in stress is)Tj
0 -1.14 TD
0.0002 Tw
(smooth and a stress concentration may not occur. *"!t/R-+Nuj34T"(3*@3) Fi)_F!!!Q1!!!98"hF[O"hF[P"fD>!4`*:!6>-V! (=W8JNYQ.X)YQH2U"!tJW^c8k(^c3:;"!tJW^c5J"=]lmk Park, R., & Paulay, T. (1975). Manage cookies/Do not sell my data we use in the preference centre. A force can act on an object in various ways. And as you get older, it'll be wise to reduce the amount of axial loading you perform in the gym. !-/'-!(Hr\!)ESg!(-`:!'pU*!,2FA!,MX0!)rqd!(Hr\!)ESg!(-`:! statement and Skokie: Portland Cement Association. By using this website, you agree to our Reinforced concrete: Mechanics and design (3rd ed., p. 938). !!!-.!!E9A!,qo?!!!-.!!WEC!/s<88l&,J.m\2i@;JY;6q0dE9LCkD!)3Gm!)`f. Eccentrically loaded concrete columns under sustained load. 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. )Tj
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Tatsa, E. Z. This will. !&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8 Dept. )Tj
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BT
/F9 1 Tf
11.994 0 2.639 12.015 222.103 619.392 Tm
0 Tw
(s)Tj
6.0585 -0.763 TD
2.1079 Tc
(ss)Tj
-5.3905 -2.2734 TD
0 Tc
(s)Tj
2.5526 0.7318 TD
(s)Tj
11.994 0 0 12.015 233.785 619.392 Tm
1.3 Tc
[(=\336)154.2(=)-963.5(=)]TJ
0.7187 -3.0365 TD
2.0942 Tc
[(==)-2364.6(=)]TJ
/F7 1 Tf
0.2135 3.6641 TD
0 Tc
(P)Tj
0.0234 -1.3906 TD
(A)Tj
2.1823 0.763 TD
(A)Tj
1.7708 0.6276 TD
2.5713 Tc
(PP)Tj
-3.263 -4.4271 TD
0.2588 Tc
(FS)Tj
5.2109 1.3906 TD
0 Tc
(psi)Tj
4.9375 -0.6276 TD
(psi)Tj
6.997 0 0 7.009 301.347 607.19 Tm
[(all)-3591.3(all)]TJ
-10.0982 -3.8973 TD
(all)Tj
4.692 1.2589 TD
(y)Tj
/F3 1 Tf
4.933 5.0268 TD
(max)Tj
11.994 0 0 12.015 260.928 573.742 Tm
3.4818 Tc
(..)Tj
1.9687 1.3906 TD
0 Tc
(36000)Tj
1.263 -1.3906 TD
0.25 Tc
(13)Tj
3.6745 0.763 TD
0 Tc
(27692)Tj
ET
0.501 w
299.09 544.551 m
311.38 544.551 l
S
BT
/F7 1 Tf
12.008 0 0 12.034 279.014 541.448 Tm
2.9229 Tc
(AW)Tj
/F9 1 Tf
0.8438 0 TD
0 Tc
(=)Tj
/F3 1 Tf
1.0885 0.6276 TD
(1)Tj
-0.2865 -1.3906 TD
(16)Tj
7.005 0 0 7.02 330.236 538.44 Tm
(2)Tj
12.008 0 0 12.034 313.631 541.448 Tm
(*)Tj
ET
0.5 w
226.486 502.609 m
246.865 502.609 l
260.18 502.609 m
314.784 502.609 l
S
BT
/F7 1 Tf
12.002 0 0 11.985 200.075 499.519 Tm
(W)Tj
3.2344 0.6276 TD
4.8786 Tc
[(Pl)4878.6(b)]TJ
4.7708 -1.3906 TD
0 Tc
(psi)Tj
4.8281 0.763 TD
[(in)-3300.1(in)]TJ
7.001 0 0 6.991 236.332 487.347 Tm
(all)Tj
/F3 1 Tf
-3.9241 1.3125 TD
(2)Tj
12.002 0 0 11.985 226.174 507.041 Tm
[(16)-1807.3(16)-729.2(1000)]TJ
3.2057 -1.3906 TD
(27692)Tj
5.4688 0.763 TD
[(5777)-1802(0)-250(580)]TJ
/F9 1 Tf
-9.4766 0 TD
2.2583 Tc
[(==)-2851.6(=)-1210.9(\273)]TJ
12.002 0 2.64 11.985 227.736 490.375 Tm
0 Tc
(s)Tj
/F3 1 Tf
12.002 0 0 11.985 273.714 507.041 Tm
(*)Tj
4.4635 -0.6276 TD
4.3021 Tc
(..)Tj
/F6 1 Tf
12 0 0 12 90.001 462.257 Tm
0.0001 Tc
0.001 Tw
(Upper Section)Tj
/F4 1 Tf
0 -1.4 TD
0 Tc
0.0002 Tw
(This section needs more thought because we do not have all the necessary information to)Tj
0 -1.16 TD
0 Tw
(insert into an equation. Simultaneous reversal of the axial load due to the helical gearing causes surface traction and additional stress at the inner-raceway subsurface . The creep coefficient (t,t0) was calculated by Eq. There are various locations at which a load can act on an object. The force owing to the axial load acts on the central axis of the object, and it can be a compressing or stretching force. +C&$Q!ejcZYQ9G\/M&$K"!pC? If you perform these movements too intensely and too frequently, when other stressors in life are much higher, your CNS will get fried. *<7/_O91IC*<7/_O0\R%+1M?=Z6m1*5nsEe!$27D!$;5%!%%^m!$;5$!-88D!$;5! !&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8 )Tj
/F10 1 Tf
-1.5 -1.16 TD
0 Tw
(\267)Tj
/F13 1 Tf
0.46 0 TD
( )Tj
/F4 1 Tf
1.04 0 TD
(The maximum deformation is 0.005 in. +T`fP*=s2%.hG5RNuS02*W]%XruM5#!#?=M!!!WD#SFQI%CZ! *)]TJ
/F4 1 Tf
12 0 0 12 90.001 429.857 Tm
0 Tc
(Lets start with W)Tj
6.96 0 0 6.96 173.041 427.457 Tm
(1)Tj
12 0 0 12 176.641 429.857 Tm
(=1 inch. Examples include back squat, cleans, deadlifts, and overhead presses. There is also strong evidence that repetitive load-ing affect both discs and vertebrae, and can cause path- A non-osteoporotic adult presented with multilevel compression fractures at the apex of the thoracic kyphosis after strenuous rope jumping. +X'u?/5&rE+@V/q6lR9m=Y20t;^4q4>$*a'+X'u?/5&rE3#a"a=Y22/'15k()Zj.o We'll assume you're ok with this, but you can opt-out if you wish. 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. Introduction. (5). "H!6o!OMh."K;A$!]^9,! These cookies do not store any personal information. As an example, we start with a one-dimensional (1D) truss member formed by points P1 and P2, with an initial length of L ( Fig. This allowable value will either be provided in the problem)Tj
-5.18 -1.16 TD
(statement, specified in a technical standard or code, or it may have to be deduced from)Tj
T*
(the information provided. Results showed that peak AM-ACL-R strain was inversely related to the available range of internal femoral axial rotation (R 2 = 0.91; p < 0.001), with strain increasing 1.3% for every 10 decrease in rotation; this represented a 20% increase in peak relative strain, given an average range of femoral axial rotation of 15 upon landing in . )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. This category only includes cookies that ensures basic functionalities and security features of the website. Comparisons of predicted and measured lateral displacements of eccentrically loaded column specimens. )Tj
-1.5 -1.18 TD
0.0001 Tc
0.0006 Tw
[(FBD:)-18776.8(Stress Distribution:)]TJ
ET
103.201 222.977 m
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101.761 221.777 l
101.761 222.497 l
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104.881 223.457 m
105.601 223.457 l
105.601 222.737 l
103.921 222.257 l
103.201 222.257 l
103.201 222.977 l
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106.321 223.697 m
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107.041 222.977 l
105.601 222.737 l
104.881 222.737 l
104.881 223.457 l
f
0.72 w
106.321 223.337 m
108.481 223.337 l
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107.761 223.697 m
108.481 223.697 l
109.921 223.217 l
109.921 222.497 l
109.201 222.497 l
107.761 222.977 l
f
109.201 223.217 m
109.921 223.217 l
110.881 222.977 l
110.881 222.257 l
110.161 222.257 l
109.201 222.497 l
f
110.161 222.977 m
110.881 222.977 l
111.601 222.497 l
111.601 221.777 l
110.881 221.777 l
110.161 222.257 l
f
110.881 222.497 m
111.601 222.497 l
112.081 222.257 l
112.081 221.537 l
111.361 221.537 l
110.881 221.777 l
f
111.721 222.257 m
111.721 220.817 l
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111.361 221.537 m
112.081 221.537 l
112.081 220.817 l
111.841 220.097 l
111.121 220.097 l
111.121 220.817 l
f
111.121 220.817 m
111.841 220.817 l
111.841 220.097 l
111.361 219.857 l
110.641 219.857 l
110.641 220.577 l
f
111.001 220.577 m
111.001 219.857 l
110.641 220.217 m
111.601 220.217 l
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111.601 220.817 m
112.321 220.817 l
112.321 220.097 l
111.601 219.857 l
110.881 219.857 l
110.881 220.577 l
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112.561 221.057 m
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113.761 221.537 m
114.481 221.537 l
114.481 220.817 l
113.281 220.337 l
112.561 220.337 l
112.561 221.057 l
f
113.761 221.537 m
114.481 221.537 l
116.641 221.297 l
116.641 220.577 l
115.921 220.577 l
113.761 220.817 l
f
115.921 221.297 m
116.641 221.297 l
117.601 221.057 l
117.601 220.337 l
116.881 220.337 l
115.921 220.577 l
f
116.881 221.057 m
117.601 221.057 l
118.561 220.577 l
118.561 219.857 l
117.841 219.857 l
116.881 220.337 l
f
117.841 220.577 m
118.561 220.577 l
119.041 219.857 l
119.041 219.137 l
118.321 219.137 l
117.841 219.857 l
f
118.321 219.857 m
119.041 219.857 l
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118.321 219.137 l
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118.801 218.897 m
119.521 218.897 l
119.761 217.937 l
119.761 217.217 l
119.041 217.217 l
118.801 218.177 l
f
119.041 217.937 m
119.761 217.937 l
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120.481 216.977 l
119.761 216.977 l
119.041 217.217 l
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120.721 217.937 m
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121.441 217.217 l
120.481 216.977 l
119.761 216.977 l
119.761 217.697 l
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121.441 218.657 m
122.161 218.657 l
122.161 217.937 l
121.441 217.217 l
120.721 217.217 l
120.721 217.937 l
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121.921 219.617 m
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122.641 218.897 l
122.161 217.937 l
121.441 217.937 l
121.441 218.657 l
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122.641 220.577 m
123.361 220.577 l
123.361 219.857 l
122.641 218.897 l
121.921 218.897 l
121.921 219.617 l
f
124.801 222.017 m
125.521 222.017 l
125.521 221.297 l
123.361 219.857 l
122.641 219.857 l
122.641 220.577 l
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126.721 223.697 m
127.441 223.697 l
127.441 222.977 l
125.521 221.297 l
124.801 221.297 l
124.801 222.017 l
f
126.721 223.697 m
127.441 223.697 l
128.161 222.497 l
128.161 221.777 l
127.441 221.777 l
126.721 222.977 l
f
127.441 222.497 m
128.161 222.497 l
128.641 221.297 l
128.641 220.577 l
127.921 220.577 l
127.441 221.777 l
f
127.921 221.297 m
128.641 221.297 l
129.601 220.097 l
129.601 219.377 l
128.881 219.377 l
127.921 220.577 l
f
128.881 220.097 m
129.601 220.097 l
130.561 219.617 l
130.561 218.897 l
129.841 218.897 l
128.881 219.377 l
f
129.841 219.617 m
130.561 219.617 l
133.201 219.377 l
133.201 218.657 l
132.481 218.657 l
129.841 218.897 l
f
132.481 219.377 m
133.201 219.377 l
135.361 219.137 l
135.361 218.417 l
134.641 218.417 l
132.481 218.657 l
f
136.321 219.377 m
137.041 219.377 l
137.041 218.657 l
135.361 218.417 l
134.641 218.417 l
134.641 219.137 l
f
136.321 219.017 m
138.241 219.017 l
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138.481 219.857 m
139.201 219.857 l
139.201 219.137 l
138.241 218.657 l
137.521 218.657 l
137.521 219.377 l
f
138.961 220.097 m
139.681 220.097 l
139.681 219.377 l
139.201 219.137 l
138.481 219.137 l
138.481 219.857 l
f
139.681 221.057 m
140.401 221.057 l
140.401 220.337 l
139.681 219.377 l
138.961 219.377 l
138.961 220.097 l
f
140.041 221.537 m
140.041 220.337 l
139.681 221.177 m
140.641 221.177 l
S
139.921 221.537 m
140.641 221.537 l
140.881 221.297 l
140.881 220.577 l
140.161 220.577 l
139.921 220.817 l
f
140.161 221.297 m
140.881 221.297 l
141.601 220.817 l
141.601 220.097 l
140.881 220.097 l
140.161 220.577 l
f
140.881 220.817 m
141.601 220.817 l
142.321 219.857 l
142.321 219.137 l
141.601 219.137 l
140.881 220.097 l
f
141.601 219.857 m
142.321 219.857 l
143.521 218.657 l
143.521 217.937 l
142.801 217.937 l
141.601 219.137 l
f
143.521 219.377 m
144.241 219.377 l
144.241 218.657 l
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146.881 221.777 m
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148.801 220.577 m
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150.241 218.417 l
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148.801 219.857 l
f
149.521 219.137 m
150.241 219.137 l
150.481 217.697 l
150.481 216.977 l
149.761 216.977 l
149.521 218.417 l
f
151.201 217.937 m
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151.921 217.217 l
150.481 216.977 l
149.761 216.977 l
149.761 217.697 l
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151.921 218.177 m
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153.361 217.937 l
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f
153.121 219.377 m
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153.841 218.657 l
153.361 217.937 l
152.641 217.937 l
152.641 218.657 l
f
153.601 220.337 m
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154.321 219.617 l
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153.121 218.657 l
153.121 219.377 l
f
154.081 221.057 m
154.801 221.057 l
154.801 220.337 l
154.321 219.617 l
153.601 219.617 l
153.601 220.337 l
f
154.801 221.537 m
155.521 221.537 l
155.521 220.817 l
154.801 220.337 l
154.081 220.337 l
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f
154.801 221.177 m
156.481 221.177 l
S
155.761 221.537 m
156.481 221.537 l
157.441 221.297 l
157.441 220.577 l
156.721 220.577 l
155.761 220.817 l
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156.721 221.297 m
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159.361 220.577 l
159.361 219.857 l
158.641 219.857 l
156.721 220.577 l
f
159.361 221.537 m
160.081 221.537 l
160.081 220.817 l
159.361 219.857 l
158.641 219.857 l
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160.561 223.697 m
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160.321 222.737 l
160.321 223.457 l
f
160.561 223.337 m
161.521 223.337 l
161.161 223.697 m
161.161 222.497 l
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160.801 223.217 m
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162.001 221.777 l
161.281 221.777 l
160.801 222.497 l
f
161.281 222.497 m
162.001 222.497 l
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162.241 221.297 l
161.281 221.777 l
f
162.241 222.017 m
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163.681 220.817 l
162.241 221.297 l
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168.001 221.057 l
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165.601 220.817 l
165.601 221.537 l
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167.281 221.057 l
167.281 221.777 l
f
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171.361 221.777 l
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168.961 221.537 l
168.961 222.257 l
f
170.641 222.497 m
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173.041 221.297 l
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f
172.321 222.017 m
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173.041 220.817 l
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f
173.041 221.177 m
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174.481 222.017 m
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174.481 222.017 l
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176.641 222.737 l
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f
176.641 223.697 m
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177.601 223.457 m
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178.321 222.257 l
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178.321 222.977 m
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179.041 221.537 l
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f
179.041 222.257 m
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179.761 220.817 l
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f
179.761 221.537 m
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179.761 220.817 l
f
180.721 220.337 m
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f
181.201 219.137 m
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181.201 218.417 l
f
181.681 218.657 m
182.401 218.657 l
182.641 218.177 l
182.641 217.457 l
181.921 217.457 l
181.681 217.937 l
f
182.281 218.177 m
182.281 217.217 l
S
181.681 218.657 m
182.401 218.657 l
182.641 217.937 l
182.641 217.217 l
181.921 217.217 l
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181.441 219.377 m
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182.401 218.657 l
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181.681 217.937 l
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f
181.681 220.337 m
182.401 220.337 l
182.401 219.617 l
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181.441 218.657 l
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f
182.401 221.297 m
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f
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183.601 220.817 l
183.121 220.577 l
182.401 220.577 l
182.401 221.297 l
f
182.881 221.177 m
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S
183.841 221.537 m
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186.001 221.297 l
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f
185.281 221.297 m
186.001 221.297 l
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186.241 219.617 l
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f
186.241 220.337 m
186.961 220.337 l
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187.441 218.897 l
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f
187.441 219.617 m
188.161 219.617 l
189.361 218.657 l
189.361 217.937 l
188.641 217.937 l
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f
189.121 219.377 m
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189.121 218.657 l
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189.601 219.617 l
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f
190.801 221.537 m
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190.801 220.337 l
190.081 220.337 l
190.081 221.057 l
f
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192.721 221.057 l
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f
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f*
190.081 235.217 m
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f*
1 g
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f
363.721 210.857 93.6 -21.6 re
385.321 211.217 m
385.321 196.337 l
S
0 g
381.361 197.297 m
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389.041 197.297 l
381.361 197.297 l
f*
399.721 211.217 m
399.721 196.337 l
S
395.761 197.297 m
399.601 189.377 l
403.441 197.297 l
395.761 197.297 l
f*
414.121 211.217 m
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S
410.161 197.297 m
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417.841 197.297 l
410.161 197.297 l
f*
428.521 211.217 m
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S
424.561 197.297 m
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432.241 197.297 l
424.561 197.297 l
f*
442.921 211.217 m
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S
438.961 197.297 m
442.801 189.377 l
446.641 197.297 l
438.961 197.297 l
f*
1 g
364.081 211.217 92.88 71.28 re
f
363.721 282.857 93.6 -72 re
370.921 211.217 m
370.921 196.337 l
S
0 g
366.961 197.297 m
370.801 189.377 l
374.641 197.297 l
366.961 197.297 l
f*
1 g
421.02 278.52 m
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404.817 268.08 400.14 272.757 400.14 278.52 c
400.14 284.283 404.817 288.96 410.58 288.96 c
416.343 288.96 421.02 284.283 421.02 278.52 c
f
421.38 278.52 m
421.38 272.558 416.542 267.72 410.58 267.72 c
404.618 267.72 399.78 272.558 399.78 278.52 c
399.78 284.482 404.618 289.32 410.58 289.32 c
416.542 289.32 421.38 284.482 421.38 278.52 c
h
147.721 204.017 m
147.721 181.937 l
S
0 g
143.761 182.897 m
147.601 174.977 l
151.441 182.897 l
143.761 182.897 l
f*
147.721 326.177 m
147.721 300.257 l
S
151.441 325.457 m
147.601 333.377 l
143.761 325.457 l
151.441 325.457 l
f*
1 g
207.121 313.937 70.08 -48 re
f*
0 g
168.001 305.057 m
168.721 305.057 l
168.721 304.337 l
148.561 263.297 l
147.841 263.297 l
147.841 264.017 l
f
168.001 304.697 m
201.601 304.697 l
S
BT
12 0 0 12 214.801 299.297 Tm
0 Tc
0 Tw
(D=0.25 in)Tj
ET
1 G
215.761 710.057 m
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S
0 G
399.001 311.537 m
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S
402.721 310.817 m
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395.041 310.817 l
402.721 310.817 l
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371.761 294.977 l
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371.761 294.977 l
371.041 294.977 l
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f
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382.321 299.057 l
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376.561 296.897 l
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f
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382.321 299.057 l
381.601 299.057 l
381.601 299.777 l
f
390.001 305.777 m
390.721 305.777 l
390.721 305.057 l
386.881 301.937 l
386.161 301.937 l
386.161 302.657 l
f
393.361 309.377 m
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f
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393.361 308.657 l
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f
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398.401 316.577 l
396.721 312.497 l
396.001 312.497 l
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f
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S
366.721 286.817 m
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366.721 286.817 l
f*
391.681 300.737 m
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392.401 300.017 l
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391.441 282.257 l
f
395.761 299.777 m
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388.081 299.777 l
395.761 299.777 l
f*
383.881 291.617 m
383.881 282.257 l
S
387.601 290.897 m
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379.921 290.897 l
387.601 290.897 l
f*
375.721 288.737 m
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S
379.441 288.017 m
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371.761 288.017 l
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457.441 295.217 l
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456.721 294.497 l
450.481 295.457 l
f
444.481 297.857 m
445.201 297.857 l
451.201 296.177 l
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450.481 295.457 l
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438.961 300.017 m
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445.201 297.857 l
445.201 297.137 l
444.481 297.137 l
438.961 299.297 l
f
434.161 302.897 m
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439.681 300.017 l
439.681 299.297 l
438.961 299.297 l
434.161 302.177 l
f
429.841 306.017 m
430.561 306.017 l
434.881 302.897 l
434.881 302.177 l
434.161 302.177 l
429.841 305.297 l
f
426.241 309.617 m
426.961 309.617 l
430.561 306.017 l
430.561 305.297 l
429.841 305.297 l
426.241 308.897 l
f
423.361 313.457 m
424.081 313.457 l
426.961 309.617 l
426.961 308.897 l
426.241 308.897 l
423.361 312.737 l
f
422.401 315.617 m
423.121 315.617 l
424.081 313.457 l
424.081 312.737 l
423.361 312.737 l
422.401 314.897 l
f
421.441 317.777 m
422.161 317.777 l
423.121 315.617 l
423.121 314.897 l
422.401 314.897 l
421.441 317.057 l
f
420.601 310.577 m
420.601 281.297 l
S
424.321 309.857 m
420.481 317.777 l
416.641 309.857 l
424.321 309.857 l
f*
428.761 300.497 m
428.761 281.537 l
S
432.481 299.777 m
428.641 307.697 l
424.801 299.777 l
432.481 299.777 l
f*
437.161 293.057 m
437.161 283.697 l
S
440.881 292.337 m
437.041 300.257 l
433.201 292.337 l
440.881 292.337 l
f*
446.041 289.697 m
446.041 283.457 l
S
449.761 288.977 m
445.921 296.897 l
442.081 288.977 l
449.761 288.977 l
f*
457.561 287.537 m
457.561 283.697 l
S
461.281 286.817 m
457.441 294.737 l
453.601 286.817 l
461.281 286.817 l
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1 g
161.82 257.64 m
161.82 251.877 157.143 247.2 151.38 247.2 c
145.617 247.2 140.94 251.877 140.94 257.64 c
140.94 263.403 145.617 268.08 151.38 268.08 c
157.143 268.08 161.82 263.403 161.82 257.64 c
f
162.18 257.64 m
162.18 251.678 157.342 246.84 151.38 246.84 c
145.418 246.84 140.58 251.678 140.58 257.64 c
140.58 263.602 145.418 268.44 151.38 268.44 c
157.342 268.44 162.18 263.602 162.18 257.64 c
s
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149.041 252.977 l
146.641 260.417 l
f*
155.761 255.137 m
162.001 261.377 l
153.361 262.577 l
155.761 255.137 l
f*
1 g
220.081 218.177 35.28 28.08 re
f
1 G
219.721 246.617 36 -28.8 re
S
BT
12 0 0 12 227.281 232.337 Tm
0 g
(W)Tj
6.96 0 0 6.96 238.61 229.937 Tm
(1)Tj
ET
0 G
104.521 281.777 m
104.521 224.177 l
195.001 281.057 m
195.001 219.617 l
104.161 282.137 m
194.401 282.137 l
192.961 238.937 m
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S
1 g
327.121 341.777 35.76 -48 re
f*
0 g
393.121 333.137 m
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399.601 318.497 l
399.601 317.777 l
398.881 317.777 l
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368.641 332.777 m
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BT
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12 0 0 12 334.801 327.377 Tm
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378.001 146.177 57.6 21.6 re
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BT
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BT
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111.601 311.777 21.6 21.6 re
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