*5-48. If rope BC will fail when the tension becomes 50 kN, determine the greatest vertical load F that can be applied to the beam at B. What is the magnitude of the reaction at A for this loading? Neglect the thickness of the beam. llo ni fon 25ob 16 26 kN F 13 12 3 5. 4. A -2 m 4 m

Q: 3D Equilibrium Solve for the tensions in the ropes if: Box Weight = 99 lb, z = 4 ft, y = 2 ft.…

A:

Q: *1-44. The 150-kg bucket is suspended from end E of the frame. If the diameters of the pins at A and…

A:

Q: *1-44. The 150-kg bucket is suspended from end E of the frame. If the diameters of the pins at A and…

A: Given : Weight of bucket = 150 kg Dia of pin A = 6mm Dia of pin D = 10 mm To Find : Average shear…

Q: For the load group and influence line shown, P₁ = 32 kips, P2 = 32 kips, P3 = 8 kips, a = 14', and b…

A: Load, P1 = 32 Kips  Load , P2 = 32 Kips  Load , P3 = 8 kips

Q: А 3 m B 6.0 kN 5 m D

A: FAB = 3.6 KN (Tension)FAC= 6 KN(Tension)FBC = 11.66 KN (Compression)explanation is given in below…

Q: De Ex 2m

A:

Q: 0.15 m 0.4m 0.2 m 03 m 0.5 m 0.25 m 0.2 m

A: The position vectors and unit vector are as follows: rCD=(-0.2i-0.3j+0.25k) munit…

Q: For the pulley system shown in the figure below, which of the following statements are true? P. DA B…

A:

Q: 2. Determine the reactions at supports A and B. 700 Ib/ft 500 Ib/ft 6 ft 9 ft 6 ft 6 ft 8 ft

A: Consider the following free body diagram: Consider member BD as follows:

Q: Answer fast and draw diagram

A: Step 1: Reactions at SupportsThe total uniform load on the top horizontal beam:…

Q: ») Figure Q3(b) shows a concrete corbel structure, fixed rigidly to a wall support. It is subjected…

A:

Q: *7-28. Railroad ties must be designed to resist large shear loadings. If the tie is subjected to the…

A: Consider the free body diagram of the given rail ties supporting the rail loads and ground reaction…

Q: 4

A: Answer:- Solid circular cross section is C=(1/2)xd=10mm I=(π/4)xC4 =(π/4)x104= 7.854 x 10-9mm4 E=…

Q: P (kN) Şekildeki kafes sistemde çubuk kuvvetlerini Basınç-çekme hesaplayınız. durumlarını A B…

A:

Q: Consider the beam below (Note: distributed load is 1 k/ft) 20k | 10K 3K THT B 1o fr What is the…

A:

Q: D 3rd. G H ZK K. L M P. 1.St. そ20 そとo-30 つ!

A: To solve this problem we will use Portal method. In Portal method point of contraflexure occur at…

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.