DETERMINE THE REACTION SUPPORTS AND GRAPH THE VARIATIONOF THE AXIAL FORCES, SHEAR FORCES AND BENDING MOMENTS. PL at C 4 L 4 D L L A 2 В PL at B Moment release

3 ft 100 lb 3 ft- 200 lb-ft 2 ft 000 Az □ Ay DO 000 NA along the rod MA B₂ By Fa perpendicular to the rod No perpendicular to the surface at B MB L. Identify the support reactions on the smooth uniform bar shown in (Figure 2). Check all the possible support reactions on the beam, even if some of them are equal to zero due to the loading given. Make sure the reactions in the set you choose do not depend on each other.

2 At the end D. Find the effect of the 2K reaction: the effect on the structure in Figure (2) is the horizontal force N The joint in C and the reaction in the rolling bolster A on the DA member, neglect the weight of the DA members and .CB 2KN dabe B 13 Im Figure (2) Im Im

In the figure shown, the Aluminum member (AC) with a diameter of 1.125in is connected with the steel member (CD) of a diameter of 1.625in from point C, these members are restrained by rigid supports at A and D. Find: 1) The values of reactions at supports A + and D 2) The deformation at point C () E = 10.4 x 10°psi E = 29 x 10 psi 1SKips 14Kips A C 8 in 10 in 10 in

Hw.102.

A rigid beam loaded with negligible mass is pinned at Band is supported by two identical rods, except for thelength. SHOW FBD AND DEFORMATIONA) Determine the force in rod CB) Determine the force in rod D

Determine the maximum shear in kips for the beams shown below using the method of consistent deformations. Select the reaction at the interior support to b the redundant. two decimal

All members of the truss in Figure Q2 are to be fabricated from the same stock of thin-walled, round, steel tubing. Two external loads are exerted at the edge of lower part of member BF and CE with magnitudes of 10kN and 15KN, respectively. The loads are placed in a vertical position abiding gravitational direction. Analyse the truss structures based on the instruction listed. Q2 (i) Among all rods of the truss shown in the figure, there is a member that supports no loading known as a zero-force member. Figure out the member(s) with solid justification. (ii) direction for each support reaction. The truss is supported with two surface forces as shown. Determine the magnitude and (iii) Detemine the axial stress in all rods of the truss by mentioning either the rod is experiencing compression or tension.

Determine the reactions at the supports and forces at hinge B acting on member CBA. Round off to three decimals

From the given indeterminate beam, the reaction at B and C are assumed to be the redundant and are both going upward. If downward displacement is assumed positive, which of the following is correct compatibility equation taken at point C? P₁ B Ac-By fBc-Cyfcc = 0 Ac+By fcB + Cyfcc = 0 Ac-By fcB-Cyfcc = 0 Ac-By fcs + Cyfcc = 0 P₁