Draw shear force and Bending moment Diagram 2 kN/m 2 kN/m B -4.5 m- -4.5 m-

Q: Draw the normal force, shear force and moment diagram of the structure AB = 2 m, BC = 1 m, CD = DE…

A:

Q: In the gate AB is hinged at B and is 1.2 m wide. What vertical force, applied at the center of…

A:

Q: 1. Determine the shear force and bending moment at point C. 10 kN/m 50 kN-m Do ++1.5m – 3m +1.5m

A:

Q: Determine the resultant force acting perpendicular to its center if it is in Florida on open flat…

A:

Q: 4 kN/m 5 kN 1m 2 kN.m 2m 2m 2m 2m

A:

Q: S0 kN 40 kn/m lo kN/m

A:

Q: 20 KN 20 KN 200min 25 KN Im 100 mm 10 KN/m 10 KN/m B00 mm -1.00-T-00+ 4.00+1-001.00- 25mm -15m a.)…

A:

Q: 5kN AD 3m

A: We know that ; F → = FX i + FY j + FZ k FZ = -5 Cos (30) = -4.33 KN FY = -5 Sin (30) = -2.5 KN FX =…

Q: Determine the shear force Vin the beam at the point located 0.65 m to the left of point C. The…

A:

Q: 30 kN 20 kN/m A C 5m- -2m -250mm- BEAM SECTION Draw the shear and moment diagrams. 400mm-

A:

Q: Draw the shear diagram, moment diagram, and elastic curve of the loaded structure. 90 kN C - В 25…

A:

Q: Draw the shear diagram, moment diagram, and elastic curve of the loaded structure. 90 kN B 25 kN/m…

A: First we will calculate reactions.

Q: Calculate the axial normal stresses in section 1 and 2. A (1) 30 kN (2) 10 kN = 20 mm d, = 15 mm %3D

A:

Q: Determine the axial forces, shears, and bending moments at points A and B of the structure shown. 60…

A:

Q: A single rolling load of 40 kN rolls from left end along a simply supported girder of span 20 m. The…

A:

Q: 0.2 m +0.5 m- 0.2 m + 0.5 m - 1 m 240 kN/m 240 kN/m ... ... Load Diagram Cross 20 kN 20 kN; Section…

A: Given structure:

Q: Draw the shear diagram, moment diagram, and elastic curve of the loaded structure. 90 kN C 25 kN/m…

A: Given data in question  Vertical point load Horizontal UDL Span length of members. It is statically…

Q: forces are in compression or in tension. 2.85 KN 5.7KN 2. 285 KN 2.85KN E 4,57KN F 2. 285 KN 3M D 3m…

A:

Q: Draw the shear diagram, moment diagram, and elastic curve of the loaded structure. 90 kN B 25 kN/m…

A: Draw the free body diagram.

Q: Determine the bending moment at point B If P=80 KN , W=18 KN/m , M = 58 KN.m w kN/m PkN MkNm 3 m 3 m…

A: To find:-  Bending Moment at B

Q: P kN В W kN/m 12 m A 5 m 5 m Draw the schematic / blown-up diagram of the frame showing the member…

A:

Q: Find the force in member BC. 20 kN 10 KN 4.0000 20 KN *. D0OD

A:

Q: 3m 9 m E C B 3 kN 5 kN 2m 2m 2 m 2m 2m 2 m 2m 2 m What is the tension at E? What is the vertical…

A:

Q: Draw the shear and moment diagram. | 12 kN 48 kN m B 41 a. Determine the shear value at 5 m from A.…

A:

Q: 9. What is the magnitude of the maximum shear at point C in KN?

A: We will draw shear diagram.

Q: 5.52 Draw the shear and bending moment diagrams for the reinforced concrete footing subjected to the…

A:

Q: Determine the force BD? 400 kN 3 m 500 kN 50° D. 4 m

A:

Q: Use the graphical method to construct the bending-moment diagram and identify the magnitude of the…

A: Consider the given figure. The vertical reaction at A is Ay=3.29 kN. The vertical reaction at D is…

Q: 10 kN 30 kN 2 m 3 m Ro

A:

Q: roblem 2. Shear at point B 20 kN/m A 5 m 10 m

A: The free body diagram for the section is shown below:

Q: What is the internal bending moment at point B (including the sign based on the sign convention for…

A:

Q: Q5: Determine the resultant and position of the resultant force from point C 3 KN 30 to 02 m 03m 5KN…

A: Solution Determine the resultant

Q: Determine the horizontal and vertical components of force at pins A and D. D Ans: A = 24.0 kN A, =…

A: To find reaction at point A and D

Q: Determine the shear and bending moment at point A of the structure shown 150 kN 100 kN m 25 kN/m B 4…

A:

Q: Solve the axial forces of the members indicated in the box below 50 KN 75 KN 25 KN 3.00 m 3.00 m…

A:

Q: 10 kN/m 0.6 m 2.0 m 0.8 m 2.0 m

A:

Q: 4 kN/m 5 kN 1m 2 kN.m l 2m 2m 2m + 2m

A:

Q: b) The overhanging beam ABCD carries the uniformly distributed load of intensity 200 KN/m over the…

A:

Q: 3. Calculate the horizontal reaction at the hinge. a. 680.48 kN b. 677.29 kN c. 640.59 kN d. 659.24…

A: ##Solution of given problem of hydrostatic force on a submerged gate ##

Q: Draw the shear and moment diagram. Determine the maximum shear and maximum mornent. P - 5 KN, W -2.5…

A:

Q: A rectangular plate 12 ft long and 8 ft wide is submerged ver tically with the longer edge in the…

A: Given data, Length of plate = 12ft Width of plate = 8ft

Q: Draw the shear diagram, moment diagram, and elastic curve of the loaded structure. 90 kN C - B 25…

A: Given data in question  Point load = 90 kN UDL = 25 kN/m Span length  To find out  Shear diagram…

Q: 12 130 kN 12 kN/m B. m 3 m- 3 m 10 m

A:

Q: Determine the maximum bending stresses for a rectangular beam (20x40cm) subjected to a bending…

A: Given data, For a rectangular section Width B = 20 cm = 200 mm Depth D = 40 cm = 400 mm Bending…

Q: If the resultant of the loads shown passes through point B, determine the equivalent force-couple…

A:

Q: 20 kN / m Α B2 1.5 EI 2M 2EI 8M

A:

Q: |10 kN 6 EN/m D. 15m-1.5 m-15 m-1.5m 300 N/m

A:

Q: 180 kN 15 kN/m B D -5 m- -5 m- -4 m-

A:

Q: 40.0 kN y 7.0 kN/m B 3 m 12 m 65.60 kN 58.40 kN 65.60 65.60 25,60 @x=6.66 m its: kN

A:

Q: PROBLEM 1. For the coplanar concurrent Force System shown. Determine the magnitude f direction of…

A: as per bartleby policy I can answer only one problem at a time (problem 1st). please reup