over time repetitive axial loading will increase

*)Tj 3.724 0.6276 TD 0 Tc (*)Tj 1.0521 -1.3906 TD (. 4!>Gi)nH.P!N5u+.p9(b,=8UD,=8UI6WglN5qPAA\c`!9!! And as you get older, it'll be wise to reduce the amount of axial loading you perform in the gym. !GDIM!.=j%!-/$i!-n`M"O[\!#P^I 6s0L_YV&jIYWPcd=Kr/=7C`B5?pn-J.k-JW,>Zt7@!1sR6VDc"U*lg!"&r6j8f5u#R1In!X$(:0`VL\R/no? !>khU!@e+6!DEMk!FGkB!HA-b!J1?*!La%c!N6$u!NlI9!R1Ys!Ug'i!Y#2N! )Tj 3 -2.32 TD 0.0001 Tw (You may encounter a member with several loads applied throughout the length, or)Tj -3 -1.14 TD 0.0003 Tw (one that has several different materials or cross sectional areas. The datasets used during the current study are available from the corresponding author on reasonable request. "D&Kq/T"9A?B"2Oh""T\E"+9]I[ Thus, the force generated by the load is 98 N. 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The simplest pavement structural model asserts that each individual load inflicts a certain amount of unrecoverable damage. !42ag!VZYE!e(3#"3(I5s$?\q!/1E8!5ANN!6"rs!?(tl!D`_s!\"1h!hKL7! !/1C^!$VD/!)NZ6!0%"Qs)ed!6kKH!)3IPd!-eKo!1!%@n.!(d0/!58HR!71`k!PnhU"UkPi"[E6;s3q#_!&4IR! )Tj /F13 1 Tf 0.75 0 TD ( )Tj /F4 1 Tf 0.75 0 TD (Third, the area below the fillet. By using this website, you agree to our = F/AHere, = The stress caused by the axial load.F = The force generated by the axial load.A = The area of the cross-section. )Tj /F10 1 Tf -26.28 -2.36 TD (\267)Tj /F13 1 Tf 0.46 0 TD ( )Tj /F4 1 Tf 1.04 0 TD 0.0002 Tw (Our next try will be two inches. 18CTAP-C129746-02). )Tj -1.5 -1.68 TD 0 Tw ( )Tj ET 0.501 w 128.689 216.951 m 144.942 216.951 l S BT /F9 1 Tf 12.002 0 2.64 12.034 94.215 213.848 Tm (d)Tj 12.002 0 0 12.034 104.498 213.848 Tm 3.102 Tc [(==)-583.4(+)-578.2(+)-609.4(=)]TJ 18.003 0 0 18.051 114.187 211.122 Tm 0 Tc (\345)Tj /F7 1 Tf 12.002 0 0 12.034 130.064 221.401 Tm (PL)Tj -0.0156 -1.3906 TD (EA)Tj /F3 1 Tf 2.3411 0.763 TD [(0)-250(00035)-942.6(0)-250(00022)-979.1(0)-250(00036)-1052(0)-250(00093)]TJ 0.5 0 TD 3.9427 Tc [(..)-36.5(.)-109.4(. )Tj 3 -2.32 TD 0.0002 Tw (If both normal and shear stresses act on the component being designed it is)Tj -3 -1.16 TD (necessary to compute the areas from $1$ and $2$, compare them, and choose the larger of)Tj 0 -1.14 TD 0 Tw (the two. 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! Introduction. )Tj -1.5 -2.32 TD 0.0001 Tw (We are tying to find the dimensions of the bracket:)Tj /F10 1 Tf 0 -1.16 TD 0 Tw (\267)Tj /F13 1 Tf 0.46 0 TD ( )Tj /F4 1 Tf 1.04 0 TD (the top width $W)Tj 6.96 0 0 6.96 189.666 512.177 Tm (1)Tj 12 0 0 12 193.201 514.577 Tm ($)Tj /F10 1 Tf -8.6 -1.14 TD (\267)Tj /F13 1 Tf 0.46 0 TD ( )Tj /F4 1 Tf 1.04 0 TD (the bottom width $W)Tj 6.96 0 0 6.96 208.321 498.497 Tm (2)Tj 12 0 0 12 211.921 500.897 Tm ($)Tj /F10 1 Tf -10.16 -1.16 TD (\267)Tj /F13 1 Tf 0.46 0 TD ( )Tj /F4 1 Tf 1.04 0 TD 0.0002 Tw (the radius $R$ of the fillet)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 depth $c$ of the weld. )Tj -1.5 -2.34 TD 0 Tw (Lower Section)Tj /F6 1 Tf 0 -2.2 TD (FBD:)Tj ET 0 G 0 J 0 j 0.72 w 10 M []0 d 1 i 302.521 176.657 m 302.521 147.377 l S 298.561 148.337 m 302.401 140.417 l 306.241 148.337 l 298.561 148.337 l f* 306.121 284.657 m 306.121 255.377 l S 309.841 283.937 m 306.001 291.857 l 302.161 283.937 l 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239.297 l 274.081 240.017 l f 274.441 240.017 m 274.441 238.337 l S 274.081 239.057 m 274.801 239.057 l 275.041 238.577 l 275.041 237.857 l 274.321 237.857 l 274.081 238.337 l f 274.321 238.577 m 275.041 238.577 l 275.281 238.337 l 275.281 237.617 l 274.561 237.617 l 274.321 237.857 l f 274.561 238.337 m 275.281 238.337 l 276.241 237.857 l 276.241 237.137 l 275.521 237.137 l 274.561 237.617 l f 275.521 237.857 m 276.241 237.857 l 277.201 237.617 l 277.201 236.897 l 276.481 236.897 l 275.521 237.137 l f 277.201 237.857 m 277.921 237.857 l 277.921 237.137 l 277.201 236.897 l 276.481 236.897 l 276.481 237.617 l f 278.161 238.337 m 278.881 238.337 l 278.881 237.617 l 277.921 237.137 l 277.201 237.137 l 277.201 237.857 l f 278.881 239.057 m 279.601 239.057 l 279.601 238.337 l 278.881 237.617 l 278.161 237.617 l 278.161 238.337 l f 279.601 239.537 m 280.321 239.537 l 280.321 238.817 l 279.601 238.337 l 278.881 238.337 l 278.881 239.057 l f 281.281 240.257 m 282.001 240.257 l 282.001 239.537 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288.001 238.817 l f 289.441 239.537 m 290.161 239.537 l 290.161 238.817 l 289.441 238.577 l 288.721 238.577 l 288.721 239.297 l f 291.121 240.017 m 291.841 240.017 l 291.841 239.297 l 290.161 238.817 l 289.441 238.817 l 289.441 239.537 l f 292.321 240.497 m 293.041 240.497 l 293.041 239.777 l 291.841 239.297 l 291.121 239.297 l 291.121 240.017 l f 293.281 240.977 m 294.001 240.977 l 294.001 240.257 l 293.041 239.777 l 292.321 239.777 l 292.321 240.497 l f 293.761 241.217 m 294.481 241.217 l 294.481 240.497 l 294.001 240.257 l 293.281 240.257 l 293.281 240.977 l f 294.481 241.457 m 295.201 241.457 l 295.201 240.737 l 294.481 240.497 l 293.761 240.497 l 293.761 241.217 l f 294.841 241.457 m 294.841 240.737 l 294.841 241.457 m 294.841 240.737 l S 294.721 241.697 m 295.441 241.697 l 295.441 240.977 l 295.201 240.737 l 294.481 240.737 l 294.481 241.457 l f 294.721 241.337 m 295.921 241.337 l S 295.681 241.937 m 296.401 241.937 l 296.401 241.217 l 295.921 240.977 l 295.201 240.977 l 295.201 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311.041 243.377 m 311.761 243.377 l 311.761 242.657 l 311.521 241.937 l 310.801 241.937 l 310.801 242.657 l f 311.281 243.617 m 312.001 243.617 l 312.001 242.897 l 311.761 242.657 l 311.041 242.657 l 311.041 243.377 l f 311.281 243.257 m 312.241 243.257 l S 311.521 243.617 m 312.241 243.617 l 313.201 242.657 l 313.201 241.937 l 312.481 241.937 l 311.521 242.897 l f 312.481 242.657 m 313.201 242.657 l 313.921 241.457 l 313.921 240.737 l 313.201 240.737 l 312.481 241.937 l f 313.201 241.457 m 313.921 241.457 l 314.641 240.017 l 314.641 239.297 l 313.921 239.297 l 313.201 240.737 l f 313.921 240.017 m 314.641 240.017 l 315.361 238.577 l 315.361 237.857 l 314.641 237.857 l 313.921 239.297 l f 314.641 238.577 m 315.361 238.577 l 316.321 237.137 l 316.321 236.417 l 315.601 236.417 l 314.641 237.857 l f 315.601 237.137 m 316.321 237.137 l 317.281 235.697 l 317.281 234.977 l 316.561 234.977 l 315.601 236.417 l f 318.001 235.937 m 318.721 235.937 l 318.721 235.217 l 317.281 234.977 l 316.561 234.977 l 316.561 235.697 l f 318.721 236.177 m 319.441 236.177 l 319.441 235.457 l 318.721 235.217 l 318.001 235.217 l 318.001 235.937 l f 319.441 236.657 m 320.161 236.657 l 320.161 235.937 l 319.441 235.457 l 318.721 235.457 l 318.721 236.177 l f 321.121 238.337 m 321.841 238.337 l 321.841 237.617 l 320.161 235.937 l 319.441 235.937 l 319.441 236.657 l f 322.321 239.537 m 323.041 239.537 l 323.041 238.817 l 321.841 237.617 l 321.121 237.617 l 321.121 238.337 l f 322.801 240.257 m 323.521 240.257 l 323.521 239.537 l 323.041 238.817 l 322.321 238.817 l 322.321 239.537 l f 323.041 240.977 m 323.761 240.977 l 323.761 240.257 l 323.521 239.537 l 322.801 239.537 l 322.801 240.257 l f 323.401 241.217 m 323.401 240.257 l 322.801 240.857 m 323.761 240.857 l S 322.801 241.217 m 323.521 241.217 l 323.521 240.497 l 322.801 240.017 l 322.081 240.017 l 322.081 240.737 l f 322.081 240.737 m 322.801 240.737 l 322.801 240.017 l 321.841 239.537 l 321.121 239.537 l 321.121 240.257 l f 320.881 239.897 m 321.841 239.897 l 321.241 240.257 m 321.241 239.537 l 320.881 239.897 m 321.841 239.897 l S 321.841 240.737 m 322.561 240.737 l 322.561 240.017 l 321.841 239.537 l 321.121 239.537 l 321.121 240.257 l f 322.801 241.457 m 323.521 241.457 l 323.521 240.737 l 322.561 240.017 l 321.841 240.017 l 321.841 240.737 l f 324.481 242.657 m 325.201 242.657 l 325.201 241.937 l 323.521 240.737 l 322.801 240.737 l 322.801 241.457 l f 324.481 242.657 m 325.201 242.657 l 325.441 241.937 l 325.441 241.217 l 324.721 241.217 l 324.481 241.937 l f 325.081 241.937 m 325.081 240.257 l S 324.721 240.977 m 325.441 240.977 l 325.681 240.017 l 325.681 239.297 l 324.961 239.297 l 324.721 240.257 l f 324.961 240.017 m 325.681 240.017 l 326.161 239.537 l 326.161 238.817 l 325.441 238.817 l 324.961 239.297 l f 326.161 239.777 m 326.881 239.777 l 326.881 239.057 l 326.161 238.817 l 325.441 238.817 l 325.441 239.537 l f 327.121 240.257 m 327.841 240.257 l 327.841 239.537 l 326.881 239.057 l 326.161 239.057 l 326.161 239.777 l f 327.841 241.217 m 328.561 241.217 l 328.561 240.497 l 327.841 239.537 l 327.121 239.537 l 327.121 240.257 l f 328.561 241.697 m 329.281 241.697 l 329.281 240.977 l 328.561 240.497 l 327.841 240.497 l 327.841 241.217 l f 330.001 242.177 m 330.721 242.177 l 330.721 241.457 l 329.281 240.977 l 328.561 240.977 l 328.561 241.697 l f 331.441 242.657 m 332.161 242.657 l 332.161 241.937 l 330.721 241.457 l 330.001 241.457 l 330.001 242.177 l f 331.441 242.657 m 332.161 242.657 l 332.881 241.217 l 332.881 240.497 l 332.161 240.497 l 331.441 241.937 l f 332.161 241.217 m 332.881 241.217 l 333.361 239.537 l 333.361 238.817 l 332.641 238.817 l 332.161 240.497 l f 333.001 239.537 m 333.001 237.857 l 333.001 238.577 m 333.001 236.657 l S 332.641 237.377 m 333.361 237.377 l 333.601 236.417 l 333.601 235.697 l 332.881 235.697 l 332.641 236.657 l f 332.881 236.417 m 333.601 236.417 l 334.321 235.697 l 334.321 234.977 l 333.601 234.977 l 332.881 235.697 l f 333.601 235.697 m 334.321 235.697 l 334.801 235.457 l 334.801 234.737 l 334.081 234.737 l 333.601 234.977 l f 334.561 235.697 m 335.281 235.697 l 335.281 234.977 l 334.801 234.737 l 334.081 234.737 l 334.081 235.457 l f 335.521 236.177 m 336.241 236.177 l 336.241 235.457 l 335.281 234.977 l 334.561 234.977 l 334.561 235.697 l f 336.481 236.897 m 337.201 236.897 l 337.201 236.177 l 336.241 235.457 l 335.521 235.457 l 335.521 236.177 l f 337.441 237.617 m 338.161 237.617 l 338.161 236.897 l 337.201 236.177 l 336.481 236.177 l 336.481 236.897 l f 338.401 237.857 m 339.121 237.857 l 339.121 237.137 l 338.161 236.897 l 337.441 236.897 l 337.441 237.617 l f 339.361 238.337 m 340.081 238.337 l 340.081 237.617 l 339.121 237.137 l 338.401 237.137 l 338.401 237.857 l f 340.321 238.577 m 341.041 238.577 l 341.041 237.857 l 340.081 237.617 l 339.361 237.617 l 339.361 238.337 l f 340.321 238.217 m 341.281 238.217 l 269.521 194.777 m 334.561 194.777 l S 270.241 198.737 m 262.321 194.897 l 270.241 191.057 l 270.241 198.737 l f* 333.601 191.057 m 341.521 194.897 l 333.601 198.737 l 333.601 191.057 l f* 342.481 195.017 m 360.241 195.017 l S 1 g 367.681 166.337 42.48 49.68 re f 1 G 367.321 216.377 43.2 -50.4 re S BT /F4 1 Tf 12 0 0 12 374.881 187.937 Tm 0 g (W)Tj 6.96 0 0 6.96 386.21 185.537 Tm (2)Tj ET 1 g 284.401 111.857 43.2 21.6 re f BT 12 0 0 12 291.601 119.297 Tm 0 g (1000)Tj ET 1 g 270.001 284.657 21.6 21.6 re f BT 12 0 0 12 277.201 292.097 Tm 0 g (P)Tj ET endstream endobj 28 0 obj << /ProcSet [/PDF /Text ] /Font << /F4 7 0 R /F6 8 0 R /F10 12 0 R /F13 25 0 R >> /ExtGState << /GS1 14 0 R >> >> endobj 30 0 obj << /Length 21797 >> stream Google Scholar. As investigated in this study, the sustained moment and resulting long-term deformation increases differential shortening between compression members under construction and ultimately changes member forces by redistributing loads. !&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8 and Shandong Provincial Key Lab. =Kjk;)^-A-/M'On,>1m;YS'$*a'+X'u?/. 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. The confinement of steel tube to concrete was not obvious at this stage. !,MX0!)rqd!(Hr\!)ESg!(-`:!'pU*!,2FA!,MX0!)rpu!!*'"!:g+l!!`L#! Peterson's stress concentration factors. F = The force generated by the axial load. !.4ct!0I8H!1j1t!4`*U!8.A*!8de9!kB!-eL0!2T\! /0Q/FA0YWC\3L%'/M&'LJ5KDWA0YWC\0(c\)mTH/0.U20!amT2+gAaZ=:A^bA;dr4. 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