1. Compute the total reactions at A and B for the truss shown. D E G 300 N 20 m R Bh 1200 N RB sodN 60C N 15 m 15 m 20 m 20 m

Q: P kN w kN/m T30° C 6 m 3 m For the beam shown; knowing that P= 60 kN, w= 8 kN/ :determine (Support…

A:

Q: Provide complete solution: Check the determinacy of the beams and solve for the reactions at the…

A: determinancy of the beam is 1calculation of fixed end…

Q: w = wo + kx? 7.2 kN 6.0 kN/m 2.3 kN/m 0.7 m A B 0.9 m 1.5 m 0.5 m 0.9 m

A: By using moment equations, force equilibrium equations along the horizontal and vertical reactions,…

Q: For the beam shown; knowing that P= 60 kN, w= 8 kN/m determine: A) Support reaction at the Rocker at…

A: To determine the reactions at rocket at B and support D.   Given, P = 60 kN w = 8 kN/m   The given…

Q: W= 36 KN /m [3 8 m 4 m I= 0.0004 m, E= 2x10 For All members. Support "C" settles down by 8 mm. 1.…

A:

Q: Draw the F.B.D. for the beam shown in fig and then find the reactions at A and B ? If wo=45 kN/m and…

A:

Q: Solve for the support reactions at A and B. W, = 400 #/FT. %3D w2=100#/FT A

A: Consider the figure,

Q: 13

A:

Q: Compute the total reaction of the frame at hinge support A. 100 KN 2.00 100 KN В 4.00 A D 3.00 3.00…

A: To Compute. The total reaction of the frame at hinge support A.

Q: The frame shown is supported by a hinge at A and a rocker at D. The frame is acted by the force…

A:

Q: Determine the reactions of the beam. 270kN 67.5kN-m 60 3m 1.2m 2.1m

A:

Q: The beam is subjected to a load F = 400 N and is supported by the rope and the smooth surfaces at A…

A: FBD:

Q: S0 mm Q.1) For the frame shown in figure have a two- member (ABC and EDC) and is pin connected at E,…

A: Moment about hinge is always zero. Let HA, HE be horizontal reactions at A and E respectively…

Q: 4 m X B m- P₁ 3 m- P2 C D

A: Given data  P1 = 10 KN P2 = 20 KN From the given figure, it can be seen that joint A, B and C are…

Q: 1O KN/ m A 6 m

A:

Q: 8 - Determine the vertical reaction at support I of the given truss. 500 N 300 N 300 N 300 N 300 N…

A: Given data in question  Truss  Point inclined loads Angle Span member length  To find out  Reaction…

Q: В L -

A:

Q: (a) 114 kN-m 4 m 6 m

A: step 1-

Q: (5) 5 m SN kN-m 3 m

A:

Q: Determine the reactions at A, B and C. Support B s mm. Take E 200 GPa and I = 300 (106) mm4. 10 kN/m

A:

Q: Solve for the support reactions at A and B. 4 m W 15KN/m A B 3m 3m

A: ∑FY = 0 (Taking Upward +ve and Downward -ve) RA + RB - 15*4 = 0 RA + RB - 60= 0 RA + RB = 60…

Q: Problem #1 Beam ABCD has an internal hinge at C and rollers at B and D. Draw the lokip necessary…

A:

Q: Determine the components of reactions of supports at A and B. REO IL

A:

Q: Determine the reactions at A and B for the beam subjected to a combination of distributed and point…

A: Shear force: it is defined as the algebraic sum of the vertical forces acting of right or left of…

Q: Solve for the support reactions at A and B. W, = 400 #/FT. %3D w2=100#/FT A B 000 4'

A: Moment at A  = 0 RB(6+4) – 100(6)(6/2) – ½(300)(6)1/3(6) = 0 RB(10) – 3600 = 0 RB = 360

Q: Determine the reactions at point A and B for the truss shown. E G 30 kN 4 m A F B H 3 m 3 m 4 m 4 m…

A:

Q: 180KN 25KN/m 30KN/m 15 kN/m C 3.00 meters 1.50 meters 3.00 meters

A:

Q: 1) Identify the vertical reaction at A and B. 2) Identify the Maximum Moment of the beam. 3)…

A: To Find 1. Vertical reaction at A & B 2. Maximum moment 3. Location of maximum moment from A

Q: 4. The truss shown supports a nonconcurrent force system. Compute the total reactions at roller A…

A: From the figure,Number of members(m)=7No.of joints(j)=5No.of external…

Q: Solve the frame approximately using Portal Method.

A:

Q: Problem 1 Determine the reactions at all supports and connections. A and D are pin supported, while…

A:

Q: Determine the reactions at supports: IKN 1kN 37.5 m 150 N A B

A: Above given truss we have to find support reactions RA ,HA and RB

Q: Compute the total reactions at A and B for the truss shown. E G 300 KN 10m A F B H 5m 5m 10m 10m 600…

A:

Q: Compute the total reactions at A and B for the truss shown. G 300 N 20 ra Rgh R 1200 N RB 500N 600 N…

A:

Q: Compute the reactions at A and B on the truss shown. (ANS: RA = 45.18kN 48.36°NofE and R3 = 46.27KN)…

A: RA= 45.1752 KN RB= 46.269 KN

Q: 60 kN• m |5 kN 2 kN/m 3 kN/m Hinge B 10 m 6 m 4 m 6 m 6 m

A: Given data: Hinge at B.

Q: 8. The support reaction at B is a. 5kN b. 16kN Refer to Figure e. + c. 10kN d. 8KNT 9. The vertical…

A: To determine the support reactions for the given frame:.   The given problem can be solved applying…

Q: 2: For the frame shown below, determine the pin reactions at D and F on member BG? 500N 3m 4m 300N D…

A:

Q: Question 2 P= 56 KN W= 25 KN /m 3 m 2 m Determine the reactions at the supports A, and B. Use the…

A: Solution: Using Super-Position Principle…

Q: An equilateral triangular truss ABC has a vertical member AC that has one of its side 2m long. It…

A:

Q: 50 kN 40 kN -1.5 m- -2 m- 1.5 m- 15 kN/m 4 m 6 m

A:

Q: 25 kN/m A B -8 m- -8 m- E = 70 GPa I= 1,300 (106) mm² (Assume 50mm settlement @ Support B) C

A: Given data  E = 70 GPA = 70 × 103 N/mm2 I = 13 × 108 mm4  ∆B = 50 mm = 0.05 m

Q: Problem 01 The beam is supported by hinged at A & D and roller at B & C. Determine the reaction at…

A: Let solve using Moment distribution method. Determine the following: a. vertical reaction of the…

Q: Determine the reactions at the beam shown:  Where  P = 15 kN  No=  22 kN.m  L1= 3.75 m L2 =4 m

A: Cantilever beams offer two reactions for vertical loads. Vertical Reaction at Fixed End. Moment…

Q: Draw the F.B.D. for the beam shown in fig and then find the reactions at A and B ? If wo= 35 kN/m…

A: given wo = 35 kN/m L= 9 m we have to find RA  and RB

Q: p-n- *: Determine the Reactions on the supports of the Loaded Beam . B) RA = KN, Rg = KN/m 60 KN/m…

A:

Q: PROBLEM 1: The frame loaded as shown is supported with hinges at A and D and a pin at B. Determine…

A: Data Given: Asked: Reactions at support

Q: Problem 1. Determine the reactions of the beam. w=4k/ft A B CTIT 14' 8' D 4,

A:

Q: For the beam shown; knowing that P= 60 kN, w= 8 kN/m :determine Support reaction at the Rocker at B.…

A: Draw the free body diagram.