unic 30 kN 50 KN 20KN 0=30° SOLVE FOR ACL SUPPORT 2m REACTIONS LN DICATE THE DIRECTION e e UNITS HINGE A. BI im

Q: Determine the reactions at the supports of the beam which is loaded as shown. 710 N/m A OB 340 N/m

A: Given :

Q: 6. Determine the resultant of the load acting on the beam ABC 1200 lb/ft y 1700 lb/ft C 6 ft- 8 ft-

A:

Q: Determine the reaction at the supports. 15 kN 6 kN/m 500 kN-m A 7.5 m 4.5 m

A: Given,

Q: The magnitude of the moment produced by force Fabout segment AB of the pipe assembly is equal to. F…

A:

Q: Determine the horizontal and vertical components of reaction on the member at the pin A, and the…

A: The x component is the horizontal motion of the roller and the y component is the vertical motion of…

Q: nalyze the given structure: 12KN 12KN EV 12KN 3m A 2m B 2m 2m D Solve: Member forces for EF GC B 1.

A: To find the force in member EF ,GC and BC -

Q: oblem 2 e truss shown carries the following uniform live load and concentrated e load. E G D 3 @4 m…

A:

Q: Solve for ED, EH, and GH. F1 = 45kN, F2 = 25kN

A:

Q: oblem Number 3: e Frame is hinged at rigid supports in A & E. Find the components of the Reaction at…

A: To find support reaction

Q: Determine the angle u where the 50-kg bar is in equilibrium. The spring is unstretched at θ = 60°.

A: Draw the free body daigram.

Q: hinge D. Pr B. G A = 1.01 m = 2.02 m =. 1.505 m 1. 4.505 m P1 = 6.06 kN P2 = 24.04 kN -. Compute the…

A:

Q: 80 kN/m В 2 m 2 m

A:

Q: 20° A В 1.8 m 0.8 m 0.4 m 25 kN

A:

Q: Determine the reaction (kN) at support A from the given structure. 600 Ib/t 400 lb/ft 20 ft B- 48 ft…

A:

Q: 3 KN/m H 4m -HINGE A В

A: Taking moment at hinge H

Q: В F wwwwww 24 in. 8 in. 8 in. 10 in. C \M D 16 in. A E

A:

Q: P = 85lb, 0 = 60° for equilibrium. Cord MN is 2 ft long. Take k=60lb/ft. Fin the unstretched length…

A: Calculating the length of line MO: MO=42+22-2(2)4Cos 60°MO=12ft

Q: Draw the Normal Force biapram Draw the Shear Force Diapram Draw the Bending Moment Diapram 3OENM…

A:

Q: he to The structure loaded as shuwn : he 4m P 40 KN E 200 GPa 12=1c_100 x 10° mm • Solve the…

A:

Q: Determine all the reaction components at supports A (fixed) and B (hinged), Joint C and D are…

A:

Q: Determine the components of reaction at the supports. Joint C is a rigid connection.

A:

Q: 4B.) The cylinder as shown below weighs F÷2 N. It is supported by a rod with a cable at point B.…

A:

Q: . The frame is supported by a hinge at A and a roller at E. Compute the reaction at A. 500 Ib 2000…

A:

Q: 1000 N 3000 N 1000 N bEb 1000 N 30 B 2 m -2 m 2 m-2 m

A: 1. Reaction at A 2. Force at Member FEB 3. Compute the force in member FEF 4. Compute the Force in…

Q: VE FOR THE SUPPORT REACTIONS AND DRAW THE SHEAR RAM OF THE FOLLOWING. IOT JUST WRITE THE MDM TABLE.…

A:

Q: A, Support reaction at point A=. O1 kN O 2 kN 0.5kN 1.5kN

A: Given,

Q: me reaction components at A, B, and C act shown for the space truss at the right. The ads are P 2000…

A: declined many times

Q: Fill in the blanks A: B: FA: 300 lb Weight of forklift: 2,000 lb Weight of load: 900 lb Wheels at B…

A:

Q: The springs BA and BC each have a stiffness of 500 N/m and an unstretched length of 3 m. Determine…

A: Given: Stiffness of the spring = 500 N/m Unstretched length = 3 m Displacement from wall = 1.5 m

Q: Weight of a homogeneous bar AB is 600 lb. Calculate the reactions at supports A and B. 120 vit

A: Given: A simply supported beam carrying a uniformly varying load (UVL). Magnitude of UVL at support…

Q: A beam has a lenght of L = 8 m long and carrying the uniformly distributed load of w = 5 kN/m. w…

A:

Q: Flass Q2: Determine the reactions at A and B for the beam subiccted to a combination of distributed…

A: A beam is a structure that is highly resistant to loads that are later used on a stake axis.…

Q: The beam has an internal hinge at C. Express your answers in kN. 5 kN 3 kN/m 3 m 3 m T1.5 mT1.5 m…

A: Reaction at D can be calculated by taking moments about the hinge C from the right side. Let…

Q: Determine the resultant of the line load acting on the beam ABC. 1200 lb/ft y 1700 lb/ft C - 6 ft-…

A:

Q: Analyze the beam shown below if the loads are as follows: P- 168 kN w - 28 kN/m M- 152 kN.m a. Which…

A:

Q: Problem 2 The truss shown carries the following uniform live load and concentrated live load. F. 3 m…

A:

Q: Analyze the given structure: 12KN E 12KN 12KN 3m A 2m 2m 2m D Solve: 1. Member forces for EF GC BC

A:

Q: Q 2: A cantilever beam has the profile shown so that it will provide sufficient clearances for large…

A: Consider the free body diagram of given cantilever beam as shown below. The cross-section diagram…

Q: 5) Determine the reactions on joint A. 1.Xm 1.X m 2 m D 6m 3.Y m F = (350j] N B F = (-800k) N Put 8…

A:

Q: roblem 1 beam is supported as shown below: A B D E F Hinge Hinge 米 5 m 5m 6 m 3 m 3 m e beam is to…

A:

Q: 3. Determine the reactions at fixed support A and roller at B. Support B sits 5mm. Consider that E =…

A:

Q: Solve for the force members AB, BC, CG, and BG. 30 30 30 30 E lom Iom ION ION ION

A:

Q: C 4 m A 3 m 6 m 3 m E 4 KN 6 KN

A:

Q: Problem 1 Determine the reaction for the given support in the beam as sho wn in Figure 1.0, USE 3…

A:

Q: Determine the reaction/s at supports A and D if P1 = 20 lb, P2 = 31 lb and x = 7 ft. What is the…

A:

Q: 3 m 3 m 3 m r-04 m D 3m

A:

Q: Determine the reaction at point A and the tension in cord AB. (Partial ans. TAB = 7000 lb) 30° B 800…

A: The system is in equilibrium, so net moment about support must be zero, Since C is pin joint,…

Q: Solve for reactions at pin C. (Answer: Ax, Ay: No units) 30° A В C 800 lb/ft -15 ft- -15 ft

A:

Q: Analyze the given structure: 12KN 12KN 12KN 3m A 2m B 2m 2m D Solve: 1. Member forces for EF GC BC

A:

Q: truss system L3 Y2 -L2 Y2 L2 Y2 A X 3 X3= 15.00ft Y2= 15.00 ft L2 = 2.00 K L3 1.30 K 山

A: