<p>use the method of sections to determine how loads change in members QS, RS, &

Question

<p>use the method of sections to determine how loads change in members QS, RS, &amp; RT for tower shown in 6.21 for<br />a:Cable loads at F,L, &amp; P are intact (baseline configuration)<br />b:cable loads at F &amp;P are intact but L is removed<br />c: cable loads at F,L, P are removed<br />d:assume all members of the truss shown have the same section properties and materials. why is the effect of loading distribution for the cables particularly critical for the selected members.</p>

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would you please report the question or just upload a clear picture of it ? most of us dont have the book , and also the formatting of your text is bad that i cant read it , i really want to help but i donnu where should i start with !

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