Determine the support reactions at A and B: 2- Assume A is a fixed support and B is a roller?? 3- Assume A and B are fixed supports?? 200 N/m 400 N/m 3m
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- The rigid beam is supported by a pin support at A and steel wires BD and CE (E-200GPA). The steel wires are 1cm in diameter. If the load P is 5kN and the weight of the beam is neglected, solve the deformation at wire BD. E 4 m +2m+2m -3 m O 0.417mm O 0.497mm O 0.329mm O 0.231mm1. Given the values of the load L and dimension R, for what value of the couple M will the force in link CH be equal to 10 kN, compressive? Note that R = 2m and L = 50 kN. FR R -R D C в м А F G E to -R- - 2R Given: (figure); R = 2m, L = 50kN Required: M so that FCh = 10 kN,C5. Bar ABD and bar CEF are connected using a pin at point C and a strut member BE to support a 9000 N load as shown below. Determine the reaction of strut member BE and determine the reaction of hinge at point F and the reaction of roller at point A. 2.5 m 2.5 m 3.5 m 1.5 m E D B C 4 m 2.5 m A F- 9000 N
- Calculate the maximum tensile and compressive stresses in the section of BC of the beam. 75 mm 75 mm Empedopre|72 -75 mm 150 mm 50 mm EN SAMA 00 kN B 1.0 m 60 kN -1.5 m-> rode D 1.0 mCivil Engineering What is the redundant force Dx used if the following primary structure solved by Force Method. (A and D are pin supported). 8 KN/m C B M3 R1 KN/m 4 KN M1 R2 X1 Α' KN X2 M2 1.8m X3 D R3 KN 9mThe rigid beam is supported by three rods, each having a cross- sectional area of 850 mm?. Rods AB and CD are made of A E 2014-T6 aluminum, while rod EF is made of 304 stainless steel. 150 kN 80 kN All three rods were exactly 3.0 m long when they were installed 3 m al al st at a temperature of T = 10°C, before the loads were applied. B F (a) Determine the force in each rod after the loads are applied, assuming the temperature is still 10°C. - 2 m-- 2 m---2 m--2 m-| (b) If the temperature subsequently rises to T2 = 40°C while the loads are applied, determine the new force in each rod. Neglect the weight of the beam.
- - Determine the force in member GH and state if the member is in tension or compression. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case of tension. FGH = Submit Part B. FBC= μA Value Part C Request Answer Determine the force in member BC and state if the member is in tension or compression. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case of tension. HA Value Submit Request Answer 3 μA Units FBG = Value → Units ? Determine the force in member BG and state if the member is in tension or compression. Express your answer to three significant figures and include the appropriate units. Enter negative value in the case of compression and positive value in the case of tension. Units ? ?A В C 12 kN For the frame and loading shown, determine the components of the forces acting on member DABC at B and D. 0.5 m D E F 6 kN 0.5 m H 0.6 m 0.4 m 0.2 mThe rigid beam is supported by a pin support at A and steel wires BD and CE (E-200GPA). The steel wires are 1cm in diameter. If the load P is 5kN and the weight of the beam is neglected, solve the tension at wire BD. E 4 m 3 m 2 m 2 m O 1.95kN O 1.64kN O 0.91kN O 1.29KN o o oO
- View Policies Current Attempt in Progress A load of P = 150 kN is supported by a structure consisting of rigid bar ABC, two identical solid bronze [E = 100 GPa] rods (1), and a solid steel [E = 200 GPa] rod (2), as shown in the figure. All rods are unstressed before load P is applied to the rigid bar directly underneath joint B. Assume perfect connections at all joints. The bronze rods (1) each have a length of L1 = 2250 mm, a diameter of 28 mm, and a cross-sectional area of 616 mm?. Steel rod (2) has a length of L2 = 1750 mm, a diameter of 20 mm, and a cross-sectional area of 314 mm?. Determine the axial force that is produced in steel rod (2) after load P is applied to the rigid bar. a a (1) (1) L1 L2 (2) OB Answer: P2- i kNF14-11. Determine the principal stresses at point A on the cross section of the beam at section a-a. -300 mm- IT 150 mm S0 mm 30 kN 30 mmRefer to the beam loaded as shown. (a)What is the Value of horizontal reaction at the fixed support?(b)What is the value of resulting couple at A?