F4. If the 20-mm-diameter rod is made of A-36 steel and the stiffness of the spring is k=s0 MN/m, determine the displacement of end A when the 60-kN force is applied. a mm. Sk - 50 MN m a0 mm 100KN
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- sectional area of Arod = 0.75 in². If a load of P = 24 kip is applied to the end of rod, determine the required stiffness of the spring so that the displacement of end A is 0.43 inches. Express your answer in kip/in, to the nearest whole number.Determine the spring constant k4 (N/m) if the extension of the whole system is 1.44 m when a force of 29.86 N is applied. Use k1 - 12.67 N/m, k2 - 11.1 N/m, k3 - 28.39 N/m, and k5 - 33.91 N/m. (Use 2 decimal places for the final answer.) k k3The rigid bar AB and CD are supported by pins at A and D. the vertical rods are made of aluminum and bronze. Determine the vertical displacement of the point where the force P= 10 kips is applied. Neglect the weight of the members.
- 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 G3 m 5:54 PM ANTA D C E F B -2 m--2 m--2 m--2 m--2 m--2 m- 20 kN 30 kN 40 kN ( 50 ) l اس. © 2 G Find the Vertical Support Reaction at A (in kN). Input the magnitude only (don't include a negative sign). The tolerance for the answer is +/-0.01.3 m 5:54 PM φλ C D E H F B -2 m--2 m--2 m--2 m--2 m--2 m- 20 kN 30 kN 40 kN ( 50 ) l اس. © 2 Find the Vertical Support Reaction at G (in kN). Input the magnitude only (don't include negative sign). The tolerance for the answer is +/-0.01.
- CDEFGH is plate with a circular hole in it and has a unit weight p = 2 kN/m². If the initial length of the spring is 1m, find the stretched length of the spring attached at C to the given system. The stiffness of the spring id k=50 kN/m. bwwwww.. 2 m H 0 D X 2 m 2 m G 2 m F E 3m 1mThe rod is pinned at its end A and attached to a torsional spring having a stiffness k, which measures the torque per radian of rotation of the spring. If a force P is always applied perpendicular to the end of the rod, determine the displacement of the force. EI is constant.3. The rigid bars AB and CD are supported by pins at A and D. The vertical rods are made of aluminum and bronze. Determine the vertical displacement of the point where the force P = 10 kips is applied. Neglect the weights of the members. Aluminum L= 4 f A=0.75 in. E= 10x 10 psi B 4 ft Bronze L= 5 A A=0.25 in.? E= 12x 10 psi 2 ft--2 ft-→
- Problem 2 The series of bars shown have their diameters from left to right decreasing by 3 mm, and lengths increasing correspondingly by 0.3 m. If the leftmost member has a diameter and length of 28 mm, 1.8 m, respectively, determine the nodal displacements, member forces and the value of P if the node where P acts undergoes a rightward displacement of 4.5 mm. E=180 GPa for all members. Use your calculator. 90 N/mm 45 N/mm 60 N/mm 30 KN -50 KNasapThe assembly consists of two 10-mm diameter red brass C83400 copper rods AB and CD, a 15-mm diameter 304 stainless steel rod EF, and a rigid bar G. If the horizontal displacement of end F of rod EF is 0.45 mm, determine thethe magnitude of P.