over time repetitive axial loading will increase

)Tj /F4 1 Tf -17.6328 -1.9833 TD (4. !*TBD!/U\R!)`e#!(6gO!?(pE!&">G!!<4p!6kK[! Reinforced concrete: Mechanics and design (3rd ed., p. 938). But opting out of some of these cookies may have an effect on your browsing experience. 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. The image below will help in better understanding of what axial load actually is. !&+Iu!'gU0!)N`@!!E@I!d=]i! Bradford, M. A. +X'u?/5&lCYQQ8V"=6XD"=:8T,tVMfYQ.X)+Ws.V!**. )Tj -1.5 -2.3 TD (2. is the Factor of Safety and )Tj /F10 1 Tf 17.725 0 TD 0 Tw (s)Tj /F4 1 Tf 6.96 0 0 6.96 346.177 318.977 Tm (yield)Tj 12 0 0 12 360.001 321.377 Tm 0.0002 Tw ( is the maximum stress a material)Tj -22.5 -1.2 TD (can withstand without permanent deformation. The confinement of steel tube to concrete was not obvious at this stage. In this study, the time-dependent deformations in eccentrically loaded column were investigated. Axial loading is top-down loading - meaning the weight during the lift is moving vertically instead of horizontally. There is also strong evidence that repetitive load-ing affect both discs and vertebrae, and can cause path- 2023 BioMed Central Ltd unless otherwise stated. BT /F4 1 Tf 12 0 0 12 90.001 709.217 Tm 0 g BX /GS1 gs EX 0 Tc 0.0002 Tw (and F.S. (=W8JNYQ.X)YQH2U"!tJW^c8k(^c3:;"!tJW^c5J"=]lmk )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. (2014). @C<92r+u-3?h>>)J1EYS'$*a' YQZ$A9!'Dha+KtlT!>$A9! must be specified in all design)Tj 0 -1.16 TD 0.0003 Tw (projects; typical values for stress analysis are 1> /ExtGState << /GS1 14 0 R >> >> endobj 17 0 obj << /Length 5098 >> stream Skokie: Portland Cement Association. A non-osteoporotic adult presented with multilevel compression fractures at the apex of the thoracic kyphosis after strenuous rope jumping. F = maWhere m is the mass of the load, and a is its acceleration. 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. To find the)Tj -25.24 -1.2 TD 0.0002 Tw (depth, c, we will apply the shear stress formulas. Peterson's stress concentration factors. !iQU The formula to calculate the stress due to axial load is. This website uses cookies to improve your experience. JYK: Performing Experiments, Analyzing Experimental Results, and Revising the Manuscript. Use a factor of safety of 1.3. Cyclic stress is the distribution of forces (aka stresses) that change over time in a repetitive fashion. *"!t/R-+Nuj34T"(3*@3) !BW=g/A\6EgtF6Eh(i A = 3.14 0.252 = 0.196 m2The stress due to this axial load can be calculated as. Both normal and shear stresses)Tj 0 -1.16 TD 0 Tw (must be considered. (1991) Creep Buckling of uniaxially loaded reinforced concrete columns. For elastic materials, )Tj /F10 1 Tf 25.3897 0 TD 0 Tw (s)Tj /F4 1 Tf 6.96 0 0 6.96 401.914 333.377 Tm (all)Tj 12 0 0 12 408.721 335.777 Tm ( is usually determined)Tj -26.56 -1.2 TD (by )Tj /F10 1 Tf 1.26 0 TD (s)Tj /F4 1 Tf 6.96 0 0 6.96 112.357 318.977 Tm (yield)Tj 12 0 0 12 126.241 321.377 Tm 0.0002 Tw ( /F.S. Farmington Hills: American Concrete Institute. Sustained load strength of eccentrically loaded short reinforced concrete columns. 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. )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 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 These cookies do not store any personal information. ()7Ms&ePZc%LigS$4-tC"pG,3!W`9P73b90+L!2#YQQ9t84Y?a81cA],=Z(F The lateral displacements measured by the LVDTs were disturbed at (tt0)=42, 50, and 78days during the re-tightening process of post-tensioning rods. Load carrying of eccentrically loaded reinforced concrete panels under sustained load. 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. Assume that the mass of the load acting on it is 10 Kg. When your CNS is constantly bombarded with more stressors, your hormonal systems are taxed as well. Green, R., & Breen, J. E. (1969). )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. )Tj 0 -2.32 TD 0 Tc (Pilkey, Walter D. \(1997\). We must determine the dimension c so that we do not experience shear tear out. ,9XJs>#ABH+L$hn,?Z.nm86t1+L"R.,?Z.nOAT+)+Ku;C,?Z05/M&"e72T]++KtlS 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 The formula to calculate the stress due to axial load is, = F/A Here, = The stress caused by the axial load. )Tj 0.7891 -1.3906 TD (*. 2011) and the fluid levels, in both experimental models as well as in clinical studies (Cheung et al. You also have the option to opt-out of these cookies. 3.1 (a)) and the applied load is tensile. 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. /0Q/FA0YWC\3L%'/M&'LJ5KDWA0YWC\0(c\)mTH/0.U20!amT2+gAaZ=:A^bA;dr4 'pU*!,2FA 26, 27 An exercise program that alters the material and structural properties of the skeleton may be an effective means of modifying an 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. 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Sustained load strength of eccentrically loaded reinforced concrete columns distribution of forces aka... Of the thoracic kyphosis after strenuous rope jumping and the applied load is tensile * * +Ws.V...

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