A rigid member ACB is shown in the figure. The member is supported at A and B by pinned and guided roller supports, respectively. A force P acts at C as shown. Let R and R be the P 2 m horizontal reactions at supports A and B, 6 m respectively, and R be the vertical reaction at support A. Self-weight of the member may be ignored. A magnitudes of Rv, Rp, and R? Bh 1.5 m 1.5 m

The beam shown in Figure Q.2 consists of a W610 × 140 structural steel wide-flange shape [E = 200 GPa; I = 1120 × 106 mm4]. If w = 64 kN/m and P = 126 kN , determine: Part A: The reactions at A, B, and D. Choose the reaction force at B as the redundant; therefore, the released beam is simply supported between A and D. a) Calculate the value of the deflection at point B due to uniformly distributed load w in the form ??=??????????? Note: EI will cancel out in further calculations. Enter the numerator in the answer box below in kNm3 to three decimal places. Assume the positive direction of deflection in the positive direction of v axis.

We are given the statically indeterminate structure in Fig. 1, with a degree of indeterminacy of 2. The value of EI is 5·10^7 kip-in2 for both members. The effect of axial deformations is neglected. You are asked to solve the structure; that is, calculate the support reactions and the internal loading diagrams.

A 2D structure having members connected by smooth pins is subjected to a load of 20 kN as shown in figure. The ratio of forces in members AB to AE is IG E 20 kN 45° B A 3 @ 3m = 9m