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AP4: Movable loads on the truss bridge shown cause vertical (downward) loading on the bottom chord oints (A G). Draw the influence line for the axial force in the following truss members: a) BH b) CD c) GL 20 ft

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a) BH load@A FEH O 20 load Ci FOH O load @. Di FeAs О. load @A. Ays l. ΣΜ1-0: FEH FCO (10) _ {(30) +1(30):0 load @ B. Ay2憫) _cb2 CD(20) (20)-(30) FEH 0.3 3A5 Foo 0-12 s (tad @ 2°, Ay: 4%cfu64. O. S. -0,37「 0.25 Fob 20 Fal (25 load D oad@t foD 0 -0.375 GL-1125

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