Determine the member end moments and reactions for the frames P16.18 - P16.20
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- 4. Determine the reaction at support A for the cantilever beam as shown in Figure 4. If the couple moment at point B is moved to point C, would it affects the reaction at Point A? D. 12kN A OkNm, 10KN 60° 4m Fig. 44.75 The structure consists of two identical bars joined by a pin at B. Neglecting the weights of the bars, find the magnitude of the pin reaction at C. 200 mm 200 mm 25 45° B 80 kg 45° Fig. P4.754.74 For the frame shown, determine the magnitude of the pin reaction at B. Neglect the weight of the frame. 2m B 1.8 m 3m C 15 kN/m 12 kN/m Fig. P4.74
- 441. The 1500 ft-lb couple of Fig. P4-41 acts on member AB. Determine the horizontal and vertical components of the pin reaction at A on member AB. 3' 200 I500-lb 100011.103 Members of the truss shown consist of sections of aluminum pipes with the cross-sectional areas indicated. Using E = 70 GPa, deter- mine the vertical deflection of joint D. Members AB, AC, AD, and CE: A = 500 mm²; other members: A = 1000 mm². 40 kN E 1.5 m Co 0.6 m B | A -0.8 m→-0.8 m- Fig. P11.103Detemine the resultant of the line loading, given that wo 36 lb/ft. 8.137 wo Fig. P8.137
- 8.23 The 10-1b uniform rod AB is held in the position shown by the force P. Knowing that the coefficient of static friction is 0.20 at A and B, determine the smallest value of P for which equilibrium is maintained. Fig. P8.23 A 15'in. 7.5 in.7.37 and 7.38 For the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine the maximum absolute values of the shear and bending moment. Fig. P7.37 6 kips 12 kips с 2 ft D 2 ft 2 ft E 4.5 kips 2 ft B(c) Determine the location of the shear center O of a thin-walled beam of uniform thickness having the cross section shown in Fig. Q2(c). Hint: Use polar coordinate Integrate M₁ = с arc at x = r sin a A cross-sectional area, I = α Fig. Q2(c) system and cos 20=1–2 sin² 0 . adF = ar dA, J = Aa² where A is the ατ A J == T = 2 2 a VQ It C and McVe. Centroid of Fig. Q3 α Ο
- 2] Determine the horizontal displacement of joint B of the steel truss shown in Fig.3 is A=400 mm², E 200 Gpa. Member AC is subjected to an increase i temperature of AT=+100 °F ,a=1.2*10 °C. (5002) B 2 m 6 kN 2m Fig. 3 45Arm ABC is connected by pins to a collar at B and to crank CD at C. Neglecting the effect of friction, determine the couple M required to hold the system in equilibrium when 0 = 0. 160 mm 90 mm 240 N 180 mm B M 320 mm 125 mm 300 mm Fig. P6.131 and P6.132Determine the reactions and draw the shear and bending moment diagrams for the beams shown by using the slope-deflection method. 160 kN 30 kN/m 15 kN/m E A C 3 m - 3 m 3 m 6 m El = constant FIG. P16.11