15 kips с D Problem P6.11. For the truss at right: a. Calculate the external reactions b. Determine the "zero-force-memb
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15 kips с D Problem P6.11. For the truss at right: a. Calculate the external reactions b. Determine the "zero-force-memb
15 kips с D Problem P6.11. For the truss at right: a. Calculate the external reactions b. Determine the "zero-force-members" (clearly explain the reasons). c. Re-draw the truss without zero-force- members 15 ft H E F 12ft 12ft - 12ft - 12 ft Fig. P6.11
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