Q4: A 4-m-high, 5-m-wide tangular plate blocks the end of a 4-m-deep freshwater channel the plate is hinged out a horizontal axis along its upper edge through a point A nd is restrained from opening by a fixed ridge at point B. the .reactions of force from A is Im

Q: Determine the horizontal and vertical components of reaction at the supports A and C.

A: The following figure shows the Free Body Diagram of the frame.

Q: 4. Solve for the Reactions at B in the Cantilever Beam Shown. 2.25 m 60 KN/m 30 KN/m A 120 KN 75…

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Q: Hinge 9 m A 200 200 200 200 200 200 200 200 kN kN kN kN kN kN kN kN 10 at 9 m 90 m (c)

A:

Q: Determine the reactions of each structure

A: Given:- A structure is given with two-point loads  The magnitude of the point load at F = 8 kips The…

Q: 350 N/m 150 N/m 80 N/m 3.5 m 4.5 m

A: To find support reaction

Q: Determine the reactions at the supports for the structures 25 kN/m 15 kN/m Hinge 10 m Hinge 15 kN/m…

A: Given :

Q: Compute the reactions at the wall support A for the loading function shown which reaches a maximum…

A:

Q: 5.23 Draw the shear and bending-moment diagrams for the beam and loading shown and determine the…

A: Shear force is defined as the sum of all the forces that act on any of the side of section. Bending…

Q: Draw a Free Body Diagram of the beam. 2. Calculate the reactions at each end of the beam. 3. Cut…

A:

Q: Problems 2: Determine the reactions at the supports. 45 KN/m 30 ΚN/m 5m 90 KN 5 m SA 4.5 m B 3.0 m,…

A: The support at B is roller so horizontal reaction occurs at A only ∑H=0 HA=90KN

Q: 1.8 m 1.8 m 0.80 kN 1.38 kN 25° A 1.5 m. 2.1 m

A:

Q: A steel beam ABC is simply supported at A and B and has an overhang BC = 1.5m. AB = 3m. The beam…

A: let,RA=vertical reaction at support A in upward directionRB=vertical reaction at support B in upward…

Q: 35.6 kN 35.6 kN 71.2 kN 71.2 kN 5 m 35.6 kN 35.6 kN B -4 at 6.1 m= 20.4 m

A:

Q: 3. Determine the reactions of roller at A and hinge at B. 17 N/m 0.04 kN 25 N 10 N/m 1.25 m 1.25 m…

A: Finding out reactions at A and B.

Q: 3 KN/m H 4m -HINGE A В

A: Taking moment at hinge H

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: The beam is loaded as shown. P = 68 kN loaded at the midspan of CD, theta = 65 degrees and w = 22…

A: RB+RC=35+(1/2×w×3)+w×9+P×sin65°RB+RC=35+(1/2×22×3)+22×9+68×sin65°RB+RC=327.63     eq1

Q: P, = 4.5kN W, = 2.4kN/m W2 = 1.6kN/m P2 = 3.6kN 2.1m 0.9m 1m 1.5m 1.5m 7m

A:

Q: 5.36 This structure, called a truss, has a pin support at A and a roller support at B and is loaded…

A: A truss is given with a hinged support at A and roller support at B.The truss is subjected to two…

Q: Determine the Support reaction at A And B? 4 m w=15 kN/m 3m 3m

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Q: Problem 2 Determine the reactions at A and C. Assume pin-connected at A,B,and C. P=3kN. 3 kN/m 4m…

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Q: Determine the static determinacy and the reactions at the supports for the structures shown.

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Q: tatics - Internal and External Forces 1. Draw a Free Body Diagram of the beam. 2. Calculate the…

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Q: Determine the maximum s hear stress developeol in the beam. 20 KN/m 0.25 cm 1.5 cm 2 cm 3 KN 0.25 cm…

A: The FBD of the beam is shown below: Taking equilibrium conditions:

Q: Determine the reactions at the supports for the structures shown.

A: For the above given figures, we have to find out the reaction at supports.

Q: vertical reaction at support = ?

A: Given: Cantilever beam with loading:   To find: Vertical reaction at support

Q: Determine the magnitude of the force member BC exerts on member AB at pin B. а 1.00 kN с 3.50 kN |…

A:

Q: Determine the reactions and draw

A: Dear student i answering to this problem according to our company guidelines , i sloved this problem…

Q: The 2-m-wide rectangular gate is pinned at its center A and is prevented from rotating by the block…

A: The hydro-static force is given by,

Q: “Solve for the support reactions and draw and label the SFD and BMD

A: The given beam is shown below:

Q: 6 m C 4 KN/2 A 2 kN/m 5 m + 3. m I kN/m Fig.2.27 m D

A:

Q: Q3: Determine the reactions and draw shear force and bending moment diagram

A:

Q: Determine the Support reaction at A And B? 4m w=15 kN/m ↓ A OB IC

A: Given :

Q: 35.6 kN 35.6 kN 71.2 kN 71.2 kN 5 m 35.6 kN 35,6 kN -4 at 6.1 m 20.4 m-

A:

Q: ii) Determine the reactions at both supports A and B in kN. 6.0 m 3.0 m 1.0 m 4 kN/m 3.0 m 4.0 m 3.0…

A: As per the requirement, the solution for the reactions on support A and B is obtained as follows:…

Q: Problem 5. Determine the reactions at the supports for the structures shown. 30KN a.) T 4m b.) 300…

A: