(b) PART 2 Draw the shear (V) and Moment (M) diagrams for the following frames: pin 7.5 kN/m 25 KN 1.2 m pin 6 m 2m 10 KN 1.2 m- pin rigid 4 m

Q: PART 2 Draw the shear (V) and Moment (M) diagrams for the following frames: (a) 12 k/ft 16 k/ft 20…

A: A portal frame is loaded as follows

Q: Using the Portal Method, determine the reaction forces for the building frame below. Draw the…

A: To determine:BMD for all columns and girders

Q: 2 kip/ft 24kip D 12kip B A 18ft 12ft 12ft E.

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Q: 0.5 m -3 m- 0.5 m 175 N/m -3 m- 200 N/m What is w (N/m) & d (meter) of the support on the right to…

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Q: assignent 2: using force method, Analyze the frame shown below to find the needed Reactions, if To…

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Q: W2 D a E a W1 Given that w1 - 15 kN/m, w2 = 14.5 kN/m and a = 1.5 m, determine the internal normal…

A: Solution: Consider the Diagram Internal moment MB at pin B=0Cx×3=14.5×3×32Cx=21.75 kNTaking moment…

Q: Q1) Determine the internal normal force, shear force, and bending moment in the beam at points C and…

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Q: 400 lb A (b) C 12 in. D 1600 lb 12 in. E G 12 in. F 400 lb 12 in. B 8

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Q: 2. Determine the internal normal force, shear force, and bending moment at point C. 1500 lb 300…

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Q: Draw moment and shear diagrams for members CD and BC. 8 k/ft CT A B 10 ft 15 ft

A: Using the  slope deflection method: Here the degree of kinematic indeterminacy=2θB,θC

Q: Problem Statement Based on Problems 7-33/34 from the textbook. Determine the normal force, shear…

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Q: -12'- C H V 12'. G D 12'. TI F

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