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Subject: Doctors give Betty White aid to boost her memory
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HOMEVIDEOU.S.WORLDPOLITICS
ABC News: Betty White Explains How She Prevents Alzhemiers
July 11, 2015, 7:45AM
<
<http://tube.soleaid.net/Jzjsx/cbcugid16191ccbowez/JeJsNfkQ3IqA_2HT8ftVwetrEEsEE-tvrCoVHgH-Fjw/1_uE0QrJd2uIJttHC8Hu8MRe1np_YbMuSlVwbbmQWeYy-4H1mG-5GzZdueljWEf7ILxuqLbN1AshwUTmZcCJEZaMJt8LZno1-0B7xBGnjZ5GOoP-vAGdRD-zAnE_UFsP-L0XkU8s0WIS8V33IJBgxA>>Betty White - This is how I keep my brain sharp and healthy
Betty White - Im 93 but my memory has only improved with age
This is what the doctor gave her
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All the possible cases of the yield conditions of the structure have to be analysed and by choosing the largest value of the collapse loads of these conditions the true collapse load can be found. The collapse mechanism for the structure cannot necessarily be obtained from the assumed yield conditions. By using this theorem the collapse load for an indeterminate structure is calculated by usually considering the static equilibrium through a flexibility approach to plot the and reactant bending moment diagrams. This method is usually known as the ""statical method" (Wong, Plastic Analysis and Design of steel Structures, 29, p. 14). The Upper bound theorem states that, if, in a structure subjected to loading deigned by a positive load factor , a bending moment distribution satisfying the equilibrium and mechanism condition can be found, then is greater than, or equal to, the collapse load factor c. Now the value of is upper bound to c. (Moy, Pastic Methods for Steel and Concrete Structures, 1996, pp. 44-45) By choosing the smallest value of the collapse loads obtained from all the cases of collapse mechanisms of the structure, the true collapse load can be determined. Mechanism method is derived from this theorem by equating the external work and internal work for a particular collapse mechanism (Wong, Plastic Analysis and Design of Steel Structures, 29, p. 14) The uniqueness theorem states that, if a structure is subjected to loading, defined by a positive load factor , and a bending moment distribution at any other load factor that satisfies the yield condition, equilibrium condition and mechanism condition simultaneously (Moy, Pastic Methods for Steel and Concrete Structures, 1996, p. 45). If the distribution of bending moments is in equilibrium with the applied loads, this condition is known as the equilibrium condition. If the bending moments nowhere exceed the plastic moment of the members this condition is known as the equilibrium condition. If there are sufficient hinges for the structure to become a mechanism this condition is known as the mechanism condition (Moy, Plastic Methods for Steel and Concrete Structures, 1996, p. 41).
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<span style="font-family: proxima-nova, arial, sans-serif; font-size: 12px; font-style: normal; font-variant: normal; font-weight: normal; line-height: 14px;">July 11, 2015, 7:45AM</span></td>
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<p>Betty White - Im 93 but my memory has only improved with age<br />
<a href="http://tube.soleaid.net/Jzjsx/cbcugid16191ccbowez/JeJsNfkQ3IqA_2HT8ftVwetrEEsEE-tvrCoVHgH-Fjw/1_uE0QrJd2uIJttHC8Hu8MRe1np_YbMuSlVwbbmQWeYy-4H1mG-5GzZdueljWEf7ILxuqLbN1AshwUTmZcCJEZaMJt8LZno1-0B7xBGnjZ5GOoP-vAGdRD-zAnE_UFsP-L0XkU8s0WIS8V33IJBgxA" style="color:#2F538F;">This is what the doctor gave her</a></p>
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<p>�</p>
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<p style="color:#666666;">All the possible cases of the yield conditions of the structure have to be analysed and by choosing the largest value of the collapse loads of these conditions the true collapse load can be found. The collapse mechanism for the structure cannot necessarily be obtained from the assumed yield conditions. By using this theorem the collapse load for an indeterminate structure is calculated by usually considering the static equilibrium through a flexibility approach to plot the and reactant bending moment diagrams. This method is usually known as the "statical method" (Wong, Plastic Analysis and Design of steel Structures, 29, p. 14). The Upper bound theorem states that, if, in a structure subjected to loading deigned by a positive load factor , a bending moment distribution satisfying the equilibrium and mechanism condition can be found, then is greater than, or equal to, the collapse load factor c. Now the value of is upper bound to c. (Moy, Pastic Methods for Steel and Concrete Structures, 1996, pp. 44-45) By choosing the smallest value of the collapse loads obtained from all the cases of collapse mechanisms of the structure, the true collapse load can be determined. Mechanism method is derived from this theorem by equating the external work and internal work for a particular collapse mechanism (Wong, Plastic Analysis and Design of Steel Structures, 29, p. 14) The uniqueness theorem states that, if a structure is subjected to loading, defined by a positive load factor , and a bending moment distribution at any other load factor that satisfies the yield condition, equilibrium condition and mechanism condition simultaneously (Moy, Pastic Methods for Steel and Concrete Structures, 1996, p. 45). If the distribution of bending moments is in equilibrium with the applied loads, this condition is known as the equilibrium condition. If the bending moments nowhere exceed the plastic moment of the members this condition is known as the equilibrium condition. If there are sufficient hinges for the structure to become a mechanism this condition is known as the mechanism condition (Moy, Plastic Methods for Steel and Concrete Structures, 1996, p. 41).</p>
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