Find the Nominal force, N in kilo Newtons (kN). What is the shear force, V in kilo Newtons (kN). Find the bending moment, M in kilo Newton metres (kNm).
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- Repeat Problem 11.2-3 assuming that R= 10 kN · m/rad and L = 2 m.3. At temperature T₁, the two rigidly connected rods just fit the rigid supports. If both sections are identical except for the diameter, prove that the following equations are true when temperature rises to T₂. a. F= b. OAB C. OBC A x(T₂-T₁)лd²E 20 x(T₂-T₁)E 5 9x(T₂-T₁)E 5 -1/2- d B 1/12- d CIn the given figure, support A is a roller and support B is a pin support. If P=15 kips, calculate the 1) vertical reaction at A, 2) vertical reaction at B, 3) horizontal reaction at B P 6 kips 6 kips В 6 ft – 3 ft 2 ft ' 2 ft
- Neglect the thickness of the bar. Take ua=ub=u suppose that b= 1 ft1 b(x) = 96-6x lb/in he = 12 in 2 X Determine the equivalent nodal forces for the axially distributed loading acting on the bar elements. Use linear finite element shape functions; let x = 0.Determine the equivalent stiffness constant of the ff.
- The force on a wagon wheel is F=2000 N. Find the axle diameter of the wagon wheel made of Fe50 material. Given: GAK=2900 daN/cm2, S=2 F/2 F/2 a=70with the following modifications: Add an additional force P = 20kN acting downwards at point BProblem Statement Based on Problem 5-11 from the textbook. Determine the reactions at the supports. W=3.9kN/m a=2.3m b=5.0m Theta 30 degrees a W B
- 5:55 PM ~ 3 m 20 kN [Ε B -2 m--2 m--2 m--2 m--2 m--2 m- Member AB is a: N D 30 kN 40 kN O Tensile Member O Compressive Member O Zero-Force Member O Not a Member ( 50 ) l اس. © 2 F GThe weight of the linkage AB =BC= 20KG .Find the force acts on bar BC -875 mm- B 400 625 mm 30 60 F = 800 NShow the zero force members on the figure (label them on the figure and list them on the side). (Note: you don't have to solve the entire structure) D E 60 kips В F A M L K J G Н 180 kips 120 kips