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A 8 c 2 Based on the loading and geometry above (assume vertical members are perpendicular to chords and chords are parallel)
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Answer (9) с D B Н. 15 A PRO بل TRH assume load isp. RDERH=PL2 44 Joint H FCH FCH sing of a fch Efy=0 FGH Pla FCH oso FCH Sin

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