O Compute the horizontal deflection at joint O Compute the horizontal reaction at A. The frame shown is subjected to a lateral load of 20 kN at joint B and a uniform load of 3 kN/m on member BC. Assume El is constant with values of E = 200000 MPa and I= 400 x 10 mm. Using virtual work method, 3 kN/m 20 kN 10m 10m O Compute the horizontal reaction at A. O Compute the moment at B. * Compute the horizontal deflection at joint C of the frame

Q: Note: The values of Constants A, B, C, D can be determined using the following: A=2 B=9 C=5 D=3

A: Fixed end moment mBC =-2.18220=-6.72mBC =2.18230 =4.48  MBA +MBC =04EIθB7-6.72…

Q: PROBLEM 2: The frame shown below has a fixed support at A and a pin support at C. El is constant.…

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Q: Q3: Determine the moments due to a settlement of 20 mm at support B. Use the slope-deflection…

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Q: For the frame shown, the Slope-deflection Method (a) to determine the reactions and (b)to draw the…

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Q: 2 k/ft 10 k D E C 10 ft 40 k → 10 ft A 30 ft- -30 ft 10 ft El = constant E = 10,000 ksi I= 3,000 in4…

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Q: Determine the Moment at B, for the Frame shown below. Assume at A and C is fixed. El is constant. 6…

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Q: Consider the frame shown below: (a) Without conducting any analyses, which of the two columns, AB…

A: Solution: a) column AB experiences a larger shear force when compared to column CD because of the…

Q: Please solve the problem in the picture, find all of the reactions and please show the shear, moment…

A: I hope its helpfull.thank you.

Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.