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What is the reaction Ax to the nearest 0.01 kN for the following frame? El are constant and the same for all members. Conside
422 CHAPTER 10 ANALYSIS OF STATICALLY INDETERMINATE STRUCTURES BY THE FORCE METHOD 10.5 Force Method of Analysis: Frames The
10.5 FORCE METHOD OF ANALYSIS: FRAMES 423 + 2 2 /* (2007) - Slevy + 2 2/ 40 Compatibility Equation. Reference to point A in F
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STEP I: GIVEN Q7kN/m с D Tom 5m EIE CONSTANT 5m 5m B STEP I: TO FIND REACTION AT H (Ax) = ? -1 STEP I: DEGREE OF INDETERMINI UA = 250 250 350 + 250 STEP VIL: REACTION AT A 503.333 EI EI Ax 583.333 + (-153541.667) = 0. EI EI Ax= 263. 214 kN. ZANS.

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