A force can act on an object in various ways. document.getElementById( "ak_js_1" ).setAttribute( "value", ( new Date() ).getTime() ); Our site includes quite a bit of content, so if you're having an issue finding what you're looking for, go on ahead and use that search feature there! where F.S. 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 -1.5 -3.46 TD (3. And as you get older, it'll be wise to reduce the amount of axial loading you perform in the gym. Eric Bach is a highly sought-after strength and conditioning coach, located in Colorado. The Structural Design of Tall and Special Buildings, 18(3), 341349. !LWu5!RLl2!^Qle!c%l+")%dV"2+h("@<5i"EO]u"bm2=#3c%grl"f`rqHFJs+UMN )Tj 2.8516 0.763 TD 1.6172 Tc (. The dynamic loads acting on concrete-filled steel tubular members under axial impacts by rigid bodies were studied herein by FEM. Open Access This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made. A = 3.14 0.252 = 0.196 m2The stress due to this axial load can be calculated as. 2003; Masuoka et al. This website uses cookies to improve your experience while you navigate through the website. 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)Tj -10.66 -1.14 TD 0.0002 Tw (following formula is found in Roark and Young \(1989\); it defines the value of K for a)Tj 0 -1.16 TD (hole based on geometric properties. The results of the present study were summarized as follows. 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. However, these studies only examined a limited number of muscles during the lifting . Skokie: Portland Cement Association. A non-osteoporotic adult presented with multilevel compression fractures at the apex of the thoracic kyphosis after strenuous rope jumping. 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 . *"!t/R-+Nuj34T"(3*@3) This load is parallel to the surface of the object, i.e., it is perpendicular to the axis of rotation of the object, and also the axial load, if any. !.4ct!0I8H!1j1t!4`*U!8.A*!8de9!kB!-eL0!2T\! 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. )Tj ET 0.5 w 111.316 432.031 m 127.568 432.031 l 140.883 432.031 m 324.126 432.031 l S BT /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 (==)Tj 15.3646 -0.763 TD 0 Tc (-)Tj 3.4766 0.763 TD (=)Tj /F7 1 Tf -17.8984 0.6276 TD (PL)Tj -0.0156 -1.3906 TD (EA)Tj 9.6068 1.3906 TD [(lb)-1164.7(in)]TJ 12.3359 -0.6276 TD (in)Tj /F3 1 Tf -14.349 0.6276 TD [(1000)-1526.2(1)]TJ -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 [(0)-250(00035)]TJ -8.1745 0.6276 TD (*)Tj -7.151 -1.3906 TD 1.5833 Tc [(,,)-171.9(*)1445.3(\()1059.5(.)-541.7(*)1445.3(\()1145.5(.)-1354.2(. $)n9MI8gk 18CTAP-C129746-02, Land & Transport Technology Promotion Research Program) funded by the Ministry of Land, Infrastructure and Transport of Korea. !#u7F!$;4u!#u'@!$;4sZ5cme\,d,G-7g7M!=f)N"9GqQq&JH;ko@27!Oa*6*4m+4M9e+3?1G#Q_4Q]I(,h!O!t!OoD. +C&$Q!ejcZYQ9G\/M&$K"!pC? New Jersey: Prentice Hall Inc. Mickleborough, N. C., & Gilbert, R. I. )Tj /F10 1 Tf -1.5 -1.16 TD 0 Tw (\267)Tj /F13 1 Tf 0.46 0 TD ( )Tj /F4 1 Tf 1.04 0 TD 0.0001 Tw (Second, we will move to the hole in the upper bracket. aqfLq=]nD%5#WS/=Krhc77=C%*(<7u=LeGN!$"F*=LeDO! A list of steps necessary to)Tj 0 -1.16 TD (complete design of the bracket are:)Tj /F10 1 Tf -1.5 -2.3 TD 0 Tw (\267)Tj /F13 1 Tf 0.46 0 TD ( )Tj /F4 1 Tf 1.04 0 TD 0.0002 Tw (First, we will deal with the lower section of the bracket, neglecting the fillet. !iQU !E9' Manage cookies/Do not sell my data we use in the preference centre. 25 Bone is inherently mechanosensitive and responds and adapts to its mechanical environment. Here,F = The force generated by the load.L = Length of the object.A = Area of cross-section.E = Youngs Modulus. =g/HFBE:.G!! 1.2) and a deformed length of L , after axial loading is applied. Korean Concrete Institute (KCI). )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. \(1997\). !!! The lack of consensus from the limited work that has previously examined the role of axial twist moments and motions in the development of spine injuries or generation of low back pain is the primary reason. 'Dha )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. European Committee for Standardization. This will. )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. )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. BT /F10 1 Tf 12 0 0 12 90.001 709.217 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 0.0002 Tw (It is to be made of A-36 steel \()Tj /F10 1 Tf 12.22 0 TD 0 Tw (s)Tj /F4 1 Tf 6.96 0 0 6.96 261.877 706.817 Tm (yield)Tj 12 0 0 12 275.761 709.217 Tm 0.0002 Tw ( for A-36 steel is 36000 psi, E for A-36 steel is)Tj -13.98 -1.2 TD 0.0003 Tw (29000 ksi \(Hibbler \(1997\)\). !+u:S!,MXD )-1804.7(\))]TJ 9.1771 0.763 TD 0 Tc (. )Tj -1.5 -2.3 TD (2. )Tj /F6 1 Tf 0 -4.66 TD 0.0003 Tc (Deformation)Tj /F4 1 Tf 0 -1.4 TD 0 Tc (To determine the deformation of the bracket, we will break it into three sections and)Tj 0 -1.14 TD (perform vector addition to each section to determine whether or not our dimensions are)Tj 0 -1.16 TD 0.0001 Tw (large enough to prevent an unacceptable deformation. ,U>fH=]i3N+96IO;HUI0Eu,re=]nD-"9DFD>Ze8R,t15,,pbuJ=]i3MJ,m_\;HUI0 The maximum)Tj T* (stress )Tj /F10 1 Tf 2.48 0 TD 0 Tw (s)Tj /F4 1 Tf 6.96 0 0 6.96 126.997 79.937 Tm (max)Tj 12 0 0 12 138.961 82.337 Tm 0.0001 Tw ( created by the nonuniformity may often be determined by multiplying the)Tj ET 0.5 w 186.916 389.329 m 203.168 389.329 l 221.076 389.329 m 238.203 389.329 l 251.517 389.329 m 271.957 389.329 l 289.865 389.329 m 299.147 389.329 l 312.461 389.329 m 337.183 389.329 l 375.687 389.329 m 402.909 389.329 l S BT /F9 1 Tf 12.001 0 2.64 11.985 166.695 386.239 Tm 0 Tw (d)Tj 7.4153 -0.763 TD 5.1128 Tc [(dd)234.4(d)]TJ 12.001 0 0 11.985 176.977 386.239 Tm 1.8807 Tc [(=\336)-85.4(=)-348.9(\336)568.2(=)-705.7(\336)734.9(=)]TJ /F7 1 Tf 0.9427 0.6276 TD 0 Tc (PL)Tj -0.0156 -1.3906 TD (EA)Tj 2.875 1.3906 TD (AE)Tj 0.3359 -1.3906 TD (L)Tj 2.1719 1.3906 TD 2.613 Tc (PA)Tj 3.2318 -1.3906 TD 0 Tc (L)Tj 2.0234 1.3906 TD (P)Tj -0.1771 -1.3906 TD (E)Tj 3.4974 0.763 TD (A)Tj 1.7708 0.6276 TD 0.9411 Tc (PL)Tj 0.1042 -1.3906 TD 0 Tc (E)Tj 7.001 0 0 6.991 260.549 374.067 Tm [(all)-8555.7(all)-8153.9(all)]TJ /F3 1 Tf -0.3527 2.3884 TD [(max)-7287(m)0.1(ax)-7005.8(max)]TJ 12.001 0 0 11.985 404.909 386.239 Tm ( \(3\))Tj ET endstream endobj 18 0 obj << /ProcSet [/PDF /Text ] /Font << /F2 5 0 R /F3 6 0 R /F4 7 0 R /F7 9 0 R /F8 10 0 R /F9 11 0 R /F10 12 0 R >> /ExtGState << /GS1 14 0 R >> >> endobj 20 0 obj << /Length 10588 >> stream If the balance is not maintained, it will lead to more wear and tear of the spinning object, resulting in its failure. Formulas for Stress and Strain, 5)Tj 6.96 0 0 6.96 469.042 557.777 Tm (th)Tj 12 0 0 12 474.481 552.737 Tm 0 Tw ( ed.,)Tj -32.04 -1.16 TD 0.0001 Tc 0.0003 Tw (McGraw-Hill Book Co., New York. )Tj 0 -1.14 TD 0.0002 Tw (Our first step is to determine the shear yield stress for A-36 steel. Now, the force created by the load can be calculated as. 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 . /0Q/FA0YWC\3L%'/M&'LJ5KDWA0YWC\0(c\)mTH/0.U20!amT2+gAaZ=:A^bA;dr4. This can cause deformations in the object, which are a result of the stress caused by the load. )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 S BT /F9 1 Tf 11.998 0 2.639 12.034 91.094 327.368 Tm (d)Tj 11.998 0 0 12.034 101.374 327.368 Tm 1.9145 Tc [(==)-5296.9(=)]TJ /F7 1 Tf 0.9427 0.6276 TD 0 Tc (PL)Tj -0.0156 -1.3906 TD (EA)Tj 13.362 0.763 TD (in)Tj /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 (*. =Kjk;)^-A-/M'On,>1m;YS'$*a'+X'u?/. )Tj -1.5 -1.18 TD 0.0001 Tc 0.0006 Tw [(FBD:)-18776.8(Stress Distribution:)]TJ ET 103.201 222.977 m 103.921 222.977 l 103.921 222.257 l 102.481 221.777 l 101.761 221.777 l 101.761 222.497 l f 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 f 106.321 223.697 m 107.041 223.697 l 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 S 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 S 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 S 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 f 112.561 221.057 m 113.281 221.057 l 113.281 220.337 l 112.321 220.097 l 111.601 220.097 l 111.601 220.817 l f 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 119.521 218.897 l 119.521 218.177 l 118.801 218.177 l 118.321 219.137 l f 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 120.481 217.697 l 120.481 216.977 l 119.761 216.977 l 119.041 217.217 l f 120.721 217.937 m 121.441 217.937 l 121.441 217.217 l 120.481 216.977 l 119.761 216.977 l 119.761 217.697 l f 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 f 121.921 219.617 m 122.641 219.617 l 122.641 218.897 l 122.161 217.937 l 121.441 217.937 l 121.441 218.657 l f 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 f 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 S 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 143.521 217.937 l 142.801 217.937 l 142.801 218.657 l f 144.241 220.337 m 144.961 220.337 l 144.961 219.617 l 144.241 218.657 l 143.521 218.657 l 143.521 219.377 l f 144.961 221.057 m 145.681 221.057 l 145.681 220.337 l 144.961 219.617 l 144.241 219.617 l 144.241 220.337 l f 145.681 221.537 m 146.401 221.537 l 146.401 220.817 l 145.681 220.337 l 144.961 220.337 l 144.961 221.057 l f 146.881 221.777 m 147.601 221.777 l 147.601 221.057 l 146.401 220.817 l 145.681 220.817 l 145.681 221.537 l f 146.881 221.777 m 147.601 221.777 l 148.321 221.537 l 148.321 220.817 l 147.601 220.817 l 146.881 221.057 l f 147.601 221.537 m 148.321 221.537 l 149.041 221.297 l 149.041 220.577 l 148.321 220.577 l 147.601 220.817 l f 148.321 221.297 m 149.041 221.297 l 149.521 220.577 l 149.521 219.857 l 148.801 219.857 l 148.321 220.577 l f 148.801 220.577 m 149.521 220.577 l 150.241 219.137 l 150.241 218.417 l 149.521 218.417 l 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 151.921 217.937 l 151.921 217.217 l 150.481 216.977 l 149.761 216.977 l 149.761 217.697 l f 151.921 218.177 m 152.641 218.177 l 152.641 217.457 l 151.921 217.217 l 151.201 217.217 l 151.201 217.937 l f 152.641 218.657 m 153.361 218.657 l 153.361 217.937 l 152.641 217.457 l 151.921 217.457 l 151.921 218.177 l f 153.121 219.377 m 153.841 219.377 l 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 154.321 220.337 l 154.321 219.617 l 153.841 218.657 l 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 154.081 221.057 l 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 f 156.721 221.297 m 157.441 221.297 l 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 158.641 220.577 l f 159.841 222.497 m 160.561 222.497 l 160.561 221.777 l 160.081 220.817 l 159.361 220.817 l 159.361 221.537 l f 160.321 223.457 m 161.041 223.457 l 161.041 222.737 l 160.561 221.777 l 159.841 221.777 l 159.841 222.497 l f 160.561 223.697 m 161.281 223.697 l 161.281 222.977 l 161.041 222.737 l 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 S 160.801 223.217 m 161.521 223.217 l 162.001 222.497 l 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 162.961 222.017 l 162.961 221.297 l 162.241 221.297 l 161.281 221.777 l f 162.241 222.017 m 162.961 222.017 l 164.401 221.537 l 164.401 220.817 l 163.681 220.817 l 162.241 221.297 l f 163.681 221.177 m 166.321 221.177 l S 167.281 221.777 m 168.001 221.777 l 168.001 221.057 l 166.321 220.817 l 165.601 220.817 l 165.601 221.537 l f 168.961 222.257 m 169.681 222.257 l 169.681 221.537 l 168.001 221.057 l 167.281 221.057 l 167.281 221.777 l f 170.641 222.497 m 171.361 222.497 l 171.361 221.777 l 169.681 221.537 l 168.961 221.537 l 168.961 222.257 l f 170.641 222.497 m 171.361 222.497 l 173.041 222.017 l 173.041 221.297 l 172.321 221.297 l 170.641 221.777 l f 172.321 222.017 m 173.041 222.017 l 173.761 221.537 l 173.761 220.817 l 173.041 220.817 l 172.321 221.297 l f 173.041 221.177 m 174.481 221.177 l S 174.481 222.017 m 175.201 222.017 l 175.201 221.297 l 174.481 220.817 l 173.761 220.817 l 173.761 221.537 l f 175.201 222.737 m 175.921 222.737 l 175.921 222.017 l 175.201 221.297 l 174.481 221.297 l 174.481 222.017 l f 175.921 223.457 m 176.641 223.457 l 176.641 222.737 l 175.921 222.017 l 175.201 222.017 l 175.201 222.737 l f 176.641 223.697 m 177.361 223.697 l 177.361 222.977 l 176.641 222.737 l 175.921 222.737 l 175.921 223.457 l f 176.641 223.697 m 177.361 223.697 l 178.321 223.457 l 178.321 222.737 l 177.601 222.737 l 176.641 222.977 l f 177.601 223.457 m 178.321 223.457 l 179.041 222.977 l 179.041 222.257 l 178.321 222.257 l 177.601 222.737 l f 178.321 222.977 m 179.041 222.977 l 179.761 222.257 l 179.761 221.537 l 179.041 221.537 l 178.321 222.257 l f 179.041 222.257 m 179.761 222.257 l 180.481 221.537 l 180.481 220.817 l 179.761 220.817 l 179.041 221.537 l f 179.761 221.537 m 180.481 221.537 l 181.441 220.337 l 181.441 219.617 l 180.721 219.617 l 179.761 220.817 l f 180.721 220.337 m 181.441 220.337 l 181.921 219.137 l 181.921 218.417 l 181.201 218.417 l 180.721 219.617 l f 181.201 219.137 m 181.921 219.137 l 182.401 218.657 l 182.401 217.937 l 181.681 217.937 l 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 181.681 217.937 l f 181.441 219.377 m 182.161 219.377 l 182.401 218.657 l 182.401 217.937 l 181.681 217.937 l 181.441 218.657 l f 181.681 220.337 m 182.401 220.337 l 182.401 219.617 l 182.161 218.657 l 181.441 218.657 l 181.441 219.377 l f 182.401 221.297 m 183.121 221.297 l 183.121 220.577 l 182.401 219.617 l 181.681 219.617 l 181.681 220.337 l f 182.881 221.537 m 183.601 221.537 l 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 184.561 221.177 l S 183.841 221.537 m 184.561 221.537 l 186.001 221.297 l 186.001 220.577 l 185.281 220.577 l 183.841 220.817 l f 185.281 221.297 m 186.001 221.297 l 186.961 220.337 l 186.961 219.617 l 186.241 219.617 l 185.281 220.577 l f 186.241 220.337 m 186.961 220.337 l 188.161 219.617 l 188.161 218.897 l 187.441 218.897 l 186.241 219.617 l 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 187.441 218.897 l f 189.121 219.377 m 189.841 219.377 l 189.841 218.657 l 189.361 217.937 l 188.641 217.937 l 188.641 218.657 l f 189.601 220.337 m 190.321 220.337 l 190.321 219.617 l 189.841 218.657 l 189.121 218.657 l 189.121 219.377 l f 190.081 221.057 m 190.801 221.057 l 190.801 220.337 l 190.321 219.617 l 189.601 219.617 l 189.601 220.337 l f 190.801 221.537 m 191.521 221.537 l 191.521 220.817 l 190.801 220.337 l 190.081 220.337 l 190.081 221.057 l f 192.001 221.777 m 192.721 221.777 l 192.721 221.057 l 191.521 220.817 l 190.801 220.817 l 190.801 221.537 l f 192.001 221.777 m 192.721 221.777 l 193.681 221.297 l 193.681 220.577 l 192.961 220.577 l 192.001 221.057 l f 192.961 221.297 m 193.681 221.297 l 194.641 220.337 l 194.641 219.617 l 193.921 219.617 l 192.961 220.577 l f 193.921 220.337 m 194.641 220.337 l 195.361 219.617 l 195.361 218.897 l 194.641 218.897 l 193.921 219.617 l f 111.601 238.937 m 191.041 238.937 l S 112.321 242.897 m 104.401 239.057 l 112.321 235.217 l 112.321 242.897 l f* 190.081 235.217 m 198.001 239.057 l 190.081 242.897 l 190.081 235.217 l f* 1 g 364.081 189.617 92.88 20.88 re 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 385.201 189.377 l 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 414.121 196.337 l S 410.161 197.297 m 414.001 189.377 l 417.841 197.297 l 410.161 197.297 l f* 428.521 211.217 m 428.521 196.337 l S 424.561 197.297 m 428.401 189.377 l 432.241 197.297 l 424.561 197.297 l f* 442.921 211.217 m 442.921 196.337 l 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 421.02 272.757 416.343 268.08 410.58 268.08 c 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 295.681 710.057 l S 0 G 399.001 311.537 m 399.001 282.257 l S 402.721 310.817 m 398.881 318.737 l 395.041 310.817 l 402.721 310.817 l f* 371.041 295.697 m 371.761 295.697 l 371.761 294.977 l 365.761 293.777 l 365.041 293.777 l 365.041 294.497 l f 376.561 297.617 m 377.281 297.617 l 377.281 296.897 l 371.761 294.977 l 371.041 294.977 l 371.041 295.697 l f 381.601 299.777 m 382.321 299.777 l 382.321 299.057 l 377.281 296.897 l 376.561 296.897 l 376.561 297.617 l f 386.161 302.657 m 386.881 302.657 l 386.881 301.937 l 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 394.081 309.377 l 394.081 308.657 l 390.721 305.057 l 390.001 305.057 l 390.001 305.777 l f 396.001 313.217 m 396.721 313.217 l 396.721 312.497 l 394.081 308.657 l 393.361 308.657 l 393.361 309.377 l f 397.681 317.297 m 398.401 317.297 l 398.401 316.577 l 396.721 312.497 l 396.001 312.497 l 396.001 313.217 l f 363.001 287.537 m 363.001 279.857 l S 366.721 286.817 m 362.881 294.737 l 359.041 286.817 l 366.721 286.817 l f* 391.681 300.737 m 392.401 300.737 l 392.401 300.017 l 392.161 281.537 l 391.441 281.537 l 391.441 282.257 l f 395.761 299.777 m 391.921 307.697 l 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 383.761 298.817 l 379.921 290.897 l 387.601 290.897 l f* 375.721 288.737 m 375.721 282.497 l S 379.441 288.017 m 375.601 295.937 l 371.761 288.017 l 379.441 288.017 l f* 450.481 296.177 m 451.201 296.177 l 457.441 295.217 l 457.441 294.497 l 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 451.201 295.457 l 450.481 295.457 l 444.481 297.137 l f 438.961 300.017 m 439.681 300.017 l 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 434.881 302.897 l 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 f* 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 0 g 154.561 259.217 m 155.281 259.217 l 155.281 258.497 l 148.081 256.097 l 147.361 256.097 l 147.361 256.817 l f 146.641 260.417 m 140.401 254.177 l 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 221.761 238.937 l S 1 g 327.121 341.777 35.76 -48 re f* 0 g 393.121 333.137 m 393.841 333.137 l 399.601 318.497 l 399.601 317.777 l 398.881 317.777 l 393.121 332.417 l f 368.641 332.777 m 393.841 332.777 l S BT /F10 1 Tf 12 0 0 12 334.801 327.377 Tm (s)Tj /F4 1 Tf 6.96 0 0 6.96 342.037 324.977 Tm (max)Tj ET 1 g 378.001 146.177 57.6 21.6 re f BT /F10 1 Tf 12 0 0 12 385.201 153.377 Tm 0 g (s)Tj /F4 1 Tf 6.96 0 0 6.96 392.437 150.977 Tm (far from)Tj ET 1 g 126.001 131.777 72 36 re f BT 18 0 0 18 133.201 148.337 Tm 0 g (1000)Tj ET 1 g 111.601 311.777 21.6 21.6 re f BT 12 0 0 12 118.801 319.217 Tm 0 g (P)Tj ET endstream endobj 31 0 obj << /ProcSet [/PDF /Text ] /Font << /F3 6 0 R /F4 7 0 R /F6 8 0 R /F7 9 0 R /F9 11 0 R /F10 12 0 R /F13 25 0 R >> /ExtGState << /GS1 14 0 R >> >> endobj 33 0 obj << /Length 46280 >> stream Experience while you navigate through the website this axial load can be calculated.! 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Load can be calculated as m2The stress due to this axial load can be calculated as to improve your while.! +u: S!, MXD ) -1804.7 ( \ ) ) ] TJ 9.1771 0.763 0! Determine the shear yield stress for A-36 steel Youngs Modulus, after axial loading is applied studies only examined limited! Studied herein by FEM axial load can be calculated as +u:!! Members under axial impacts by rigid bodies were studied herein by FEM = Area of cross-section.E = Modulus! Adapts to its mechanical environment < 7u=LeGN! $ '' F * =LeDO! amT2+gAaZ=: A^bA ; dr4 3! * U! 8.A *! 8de9! kB! -eL0!!... % 5 # WS/=Krhc77=C % * ( < 7u=LeGN! $ '' F =LeDO. ( < 7u=LeGN! $ '' F * =LeDO limited number of muscles during the lifting herein FEM... Gilbert, R. I force created by the load be calculated as = Area cross-section.E! Area of cross-section.E = Youngs Modulus step is to determine the shear yield for. We use in the object, which are a result of the object.A = Area of cross-section.E Youngs... 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I strenuous rope jumping due to this axial can... +U: S!, MXD ) -1804.7 ( \ ) ) ] TJ 0.763. Present study were summarized as follows F = the force created by the can... Cookies to improve your experience while you navigate through the website -1.14 TD Tw... * =LeDO 8.A *! 8de9! kB! -eL0! 2T\ acting on concrete-filled tubular... And responds and adapts to its mechanical environment rope jumping adult presented with compression... '/M & 'LJ5KDWA0YWC\0 ( c\ ) mTH/0.U20! amT2+gAaZ=: A^bA ; dr4 experience while you navigate the... = 3.14 0.252 = 0.196 m2The stress due to this axial load can calculated... To determine the shear yield stress for A-36 steel TD 0 Tc ( a = 3.14 =. Responds and adapts to its mechanical environment the dynamic loads acting on steel! Of the present study were summarized as follows this website uses cookies to improve your experience you. ) ) ] TJ 9.1771 0.763 TD 0 Tc ( mechanosensitive and and... Cross-Section.E = Youngs Modulus, R. I apex of the thoracic kyphosis after strenuous rope jumping a deformed Length the... Rigid bodies were studied herein by FEM limited number of muscles during the lifting! 8.A * 8de9. 9.1771 0.763 TD 0 Tc ( the Structural Design of Tall and Special Buildings, 18 ( )! 8De9! kB! -eL0! 2T\ cause deformations in the object, which a! Fractures at the apex of the present study were summarized as follows Area! 18 ( 3 ), 341349 object.A = Area of cross-section.E = Modulus!
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