6. The easiest method to solve the beam shown in question number 14 is A. Force method B. Slope deflection method C. Moment distribution method D. Virtual work method E. Stiffness matrix method 17. The value of 8 caused by applying CW moment at A equal to 18. A. ML/2E1 B. ML/3E1 C. ML/4E1 D. ML/6EI E. None of the above For the beam shown below, the moment at A kN.m CCW. Assume P= 8 kN equals to ........ A. 20 B. 22.5 C. 25 D. 27.5 E. 30 M L A unlocked joint end pin P P P B A 1m 1m 2m 2m 19. The analysis of indeterminate non sway frames using moment distribution method does not need..... A. Finding stiffness factors of members B. Finding fix end moments C. Using compatibility equations D. Removing redundants E. Cand D 0. The frame shown is kinematically 6 kN/m indeterminate to ................ degree. A, C and D are fixed. E and B are pinned. A. First B. Second C. Third D. Fourth E. None of the above 6 m Sm 7 m

A: Step 1: Calculate Support Reactions. We use static equilibrium to find reactions at supports A and...

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A: Given DataBeam dimensions: b = 8", d = 14"Span: L=16 ftDead load (D): 350 lbs/ftLive load (L): 400...

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A: The given matrix B is: B=⎣⎢⎡​206​−484​0714​5−211​⎦⎥⎤​ (a) Determine Rank Using DeterminantThe rank...

A: Step 1: Given Information:Wall material: Fully grouted hollow concrete masonry units (HCMU), running...

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A: a) Set NotationDefine the Sets:Let D represent the set of students in the Drama Club.Let M...

A: Step 1: Given Data: ​Cross-sectional area of the steel bar:A=6 in2Yield strength of steel:Fy​=36...

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A: Convert measurements to a common unit: The brick dimensions are given in inches. Let's convert them...

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A: Approach to solving the question: I start by analyzing the object and identifying the most...

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A: To answer this question, we analyze the time-dependent behavior of composite concrete-steel columns...

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