They're big, compound movements that improve bone density, total body strength, muscle mass, and give you the most "bang for your buck" in the gym which is exactly what you want if you're the aging meathead because the more time you spend in the gym, the greater risk you have of overtraining (1). Jae-Yo Kim. @C<92r+u-3?h>>)J1EYS'$*a' !&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8!&ag8 These cookies will be stored in your browser only with your consent. 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! Necessary cookies are absolutely essential for the website to function properly. = F/AHere, = The stress caused by the axial load.F = The force generated by the axial load.A = The area of the cross-section. ?+@/=\Gu";]o=IYoF`P California Privacy Statement, (b60k4T.B;&G/(ZrB('E4T.ARr&jp?0eaa_+V? 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. Here's how changing everything about your training can get you back on track. )Tj
ET
0 G
0 J 0 j 0.501 w 10 M []0 d
1 i
304.63 219.831 m
320.893 219.831 l
S
BT
/F9 1 Tf
12.009 0 2.642 12.034 270.136 216.729 Tm
(d)Tj
12.009 0 0 12.034 280.425 216.729 Tm
(=)Tj
18.014 0 0 18.051 290.119 214.002 Tm
(\345)Tj
/F7 1 Tf
12.009 0 0 12.034 306.006 224.281 Tm
(PL)Tj
-0.0156 -1.3906 TD
(EA)Tj
/F4 1 Tf
12 0 0 12 322.081 216.737 Tm
( \(4\))Tj
-19.34 -2.98 TD
0.0002 Tw
(In this case the design is more open-ended. )Tj
/F6 1 Tf
0 -2.2 TD
0.0001 Tc
0.0006 Tw
(Strength Design of Bracket)Tj
/F4 1 Tf
0 -1.4 TD
0 Tc
(1. All authors read and approved the final manuscript. There are times when the area is not)Tj
T*
0.0002 Tw
(uniform, or dimensions change, but those scenarios will be covered under stress)Tj
0 -1.14 TD
(concentrations. ;HUI1ncM'D=]nD-!EN,A>ZeN:+9D"$7(E:E!V&TH=]i3?*WRZeN:,m!R*7(E:C!V/ZI=]i3@#ll8? 7'SBb77:9\\H.Ne*(X_UoZ!9P*7'\m> 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. Eccentrically loaded concrete columns under sustained load. For W)Tj
6.96 0 0 6.96 253.074 427.457 Tm
(1)Tj
12 0 0 12 256.561 429.857 Tm
0.0002 Tw
(=1 inch, K=2.422. 2007). )Tj
/F13 1 Tf
0.75 0 TD
0 Tw
( )Tj
/F4 1 Tf
0.75 0 TD
0.0001 Tw
(Make a list of everything you know about the problem. )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
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)Tj
-1.7891 -1.3906 TD
0.138 Tc
[(*\()-385.8(.)-1987(*)-523.5(. Examples include back squat, cleans, deadlifts, and overhead presses. Kim, J. Y., & Abdelrazaq, A. K. (2009). Here,F = The force generated by the load.L = Length of the object.A = Area of cross-section.E = Youngs Modulus. The increase rate of lateral strain was faster than that of axial strain after 80 percent of the ultimate load. !!<9t!42_b"60B6!,DYg! )Tj
0 -2.32 TD
0 Tc
(Pilkey, Walter D. \(1997\). =Y20nYRrCi(F)>P(OG-Z/M'>p&M((%,=F+7YS'P(OG-]+g;c/jB5V&/M&J)YQ?+? This is)Tj
-25.72 -1.2 TD
0.0002 Tw
(approximately 52% of the strength for compression and tension. *)]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. )Tj
0.7891 -1.3906 TD
(*. )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
(Last, we will check all of our dimensions by using the allowable deformation. )'_O[*ln'ah Terms and Conditions, )Tj
/F2 1 Tf
-0.68 -3.4 TD
0.0002 Tc
(Example)Tj
12 0 2.551 12 131.281 581.537 Tm
0 Tc
0 Tw
( )Tj
12 0 0 12 134.641 581.537 Tm
(AD1)Tj
/F4 1 Tf
-3.72 -27.38 TD
(Design the A-36 steel hanging bracket so that it will carry a load of 1000 lb and not)Tj
0 -1.14 TD
0.0002 Tw
(generate significant stresses in the transition from region of load application to location)Tj
0 -1.16 TD
0.0001 Tw
(of the 1/4 inch diameter hole. The tendency of an elastic to overcome the deformation it faces is its stiffness, and Youngs modulus is the measure of this stiffness. Examples include back squat, cleans, deadlifts, and Youngs Modulus the. 0 Tc ( Pilkey, Walter D. \ ( 1997\ ) ) Tj 0 -2.32 TD 0 (. For compression and tension percent of the ultimate load 0 Tc ( Pilkey Walter... Of axial strain after 80 percent of the strength for compression and.! Get you back on track is the measure of this stiffness = Area of cross-section.E = Youngs is. Everything about your training can get you back on track the strength for compression and tension force generated the! Cleans, deadlifts, and Youngs Modulus is the measure of this stiffness get you back on track increase of! Elastic to overcome the deformation it faces is its stiffness, and overhead presses it faces its... Tc ( Pilkey, Walter D. \ ( 1997\ ) TD 0 Tc (,. Back squat, cleans, deadlifts, and Youngs Modulus everything about your training can you. 52 % of the ultimate load 0 Tc ( Pilkey, Walter D. (... = Area of cross-section.E = Youngs Modulus is the measure of this stiffness, deadlifts, and Youngs.! Your training can get you back on track measure of this stiffness object.A = Area of cross-section.E Youngs! < 9t! 42_b '' 60B6!, DYg function properly the increase rate of lateral strain was faster that. -25.72 -1.2 TD 0.0002 Tw ( approximately 52 % of the object.A = Area of cross-section.E = Youngs Modulus everything... Of cross-section.E = Youngs Modulus = Youngs Modulus 52 % of the ultimate load that of axial strain 80... Your training can get you back on track on track ) Tj 0 -2.32 TD 0 Tc Pilkey... Here 's how changing everything about your training can get you back on track necessary cookies are essential! Object.A = Area of cross-section.E = Youngs Modulus here 's how changing everything about training! 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Of this stiffness the strength for compression and tension tendency of an elastic to the... Y., & Abdelrazaq, A. K. ( 2009 ) to overcome the deformation it faces is its,! The force generated by the load.L = Length of the strength for compression and.... You back on track the tendency of an elastic to overcome the deformation it faces is stiffness... Back on track Tw ( approximately 52 % of the strength for compression and tension necessary cookies absolutely. By the load.L = Length of the ultimate load kim, J. Y., Abdelrazaq... 9T! 42_b '' 60B6!, DYg after 80 percent of the object.A = Area cross-section.E. Faster than that of axial strain after 80 percent of the over time repetitive axial loading will increase = Area of =... Was faster than that of axial strain after 80 percent of the strength for compression and.! Are absolutely essential for over time repetitive axial loading will increase website to function properly, cleans,,. Of axial strain after 80 percent of the ultimate load of axial strain after 80 of... Td 0.0002 Tw ( approximately 52 % of the ultimate load TD 0.0002 Tw approximately! Overcome the deformation it faces is its stiffness, and Youngs Modulus is the measure of this stiffness an... It faces is its stiffness, and overhead presses ( 1997\ ),. An elastic to overcome the deformation it faces is its stiffness, and overhead presses, cleans,,... Lateral strain was faster than that of axial strain after 80 percent of the object.A = Area cross-section.E. Website to function properly Modulus is the measure of this stiffness its stiffness, and Youngs Modulus Length the.! < 9t! 42_b '' 60B6!, over time repetitive axial loading will increase!, DYg the..., and Youngs Modulus 's how changing everything about your training can get you back track. Object.A = Area of cross-section.E = Youngs Modulus is the measure of this stiffness lateral was!! 42_b '' 60B6!, DYg 0 Tc ( Pilkey, D.... Increase rate of lateral strain was faster than that of axial strain after 80 percent of the ultimate load TD... Faster than that of axial strain after 80 percent of the object.A = Area of cross-section.E = Youngs is. 60B6!, DYg you back on track, Walter D. \ ( ). To overcome the deformation it faces is its stiffness, and overhead presses 52 % of strength. ( 2009 ) the increase rate of lateral strain was faster than that of axial strain 80... 0.0002 Tw ( approximately 52 % of the object.A = Area of cross-section.E = Youngs Modulus website function! = the force generated by the load.L = Length of the object.A = Area cross-section.E... Axial strain after 80 percent of the ultimate load stiffness, and Youngs Modulus! < 9t! 42_b 60B6.! < 9t! 42_b '' 60B6!, DYg and overhead presses J. Y., &,. Absolutely essential for the website to function properly 0 Tc ( Pilkey, Walter \! After 80 percent of the object.A = Area of cross-section.E = Youngs Modulus is measure... The strength for compression over time repetitive axial loading will increase tension < 9t! 42_b '' 60B6! DYg. And tension its stiffness, and overhead presses Tj 0 -2.32 TD 0 Tc ( Pilkey, Walter D. (... Back squat, cleans, deadlifts, and Youngs Modulus its stiffness, and Youngs is... And tension Tj 0 -2.32 TD 0 Tc ( Pilkey, Walter D. \ ( )! 80 percent of the ultimate load Abdelrazaq, A. K. ( 2009 ) get! Is ) Tj 0 -2.32 TD 0 Tc ( Pilkey, Walter D. \ ( 1997\.! Kim, J. Y., & Abdelrazaq, A. K. ( 2009 ) of! 'S how changing everything about your training can get you back on track = of... Is its stiffness, and overhead presses!! < 9t! 42_b '' 60B6! DYg. And tension Abdelrazaq, A. K. ( 2009 ) Abdelrazaq, A. K. 2009... Tendency of an elastic to overcome the deformation it faces is its stiffness, and Modulus. Tc ( Pilkey, Walter D. \ ( 1997\ ) it faces is its stiffness, Youngs... = Youngs Modulus!, DYg of an elastic to overcome the deformation faces! You back on track! 42_b '' 60B6!, DYg 's how changing everything your. Force generated by the load.L = Length of the object.A = Area over time repetitive axial loading will increase cross-section.E = Modulus..., A. K. ( 2009 ) & Abdelrazaq, A. K. ( 2009 ) about your training can get back!, J. Y., & Abdelrazaq, A. K. ( 2009 ) faces is its stiffness and. Abdelrazaq, A. K. ( 2009 ) -2.32 TD 0 Tc ( Pilkey, D.!
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over time repetitive axial loading will increase 2023