Pu = 60 k |- 6 in -- 6 in -- 6 in - 6 in 6 in
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Determine the resultant load on the most stressed bolt in the eccentrically loaded connections shown, using the elastic method.
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- The rope AB exerts a 46 - N force T on the collar at A Let rCA be the position vector from point C to point A (Figure 1) Figureinternal force at member BC internal force at member BD, in N internal force at member CD, in NClassify the structure is statically determinate (write SD), statically indeterminate (Write only the degree of indeterminacy say SI 2 degrees; i.e. 2), or unstable (write U). Blank 1 ... Blank 1 Add your answer
- Resolve the 500N force into x- and y'-componentsTHE DIAGONAL MEMBERS IN THE CENTER PANELS OF THE TRUSS SHOWN ARE VERY SLENDER AND CAN ACT ONLY IN TENSION; SUCH MEMBERS ARE KNOWN AS COUNTERS. DETERMINE THE FORCE IN MEMBER DE AND IN THE COUNTERS THAT ARE ACTING UNDER THE GIVEN LOADING. (15 PTS) Counters ARA B F 6 ft H C E G 3 kips 6 kips 9 kips -S ft- <8 ft- S ft→|<-S ft--5 @ 3m-15m- C F H J K ML boo I A 4@4m=16m B D G E 60 kips A For the truss shown, what is the force in member FG? B what is the force in member BE? + --D