1. If the shear at a point 1m from the roller support is equal to -217.65765765766kN, determine the value of "w".2. Determine the deflection at point 3.2m from the hinge support.3. Determine the deflection at point 1m from the roller support. A 380mm diameter circular simply supported beam carries a concentrated load,uniformly distributed load and a triangular load as shown in the figure. Using AreaMoment Method, Solve the following unknowns.Let P = 185KN, a = 3.2m, and the modulus of elasticity of beam is 160GPA.NOTE: WRONG SIGN IS WRONG. WRONG UNITS IS WRONG.WAB1maaIf the shear at a point 1m from the roller support is equal to -217.65765765766KN,determine the value of "w". Answer for part 1lkN/mDetermine the deflection at point 3.2m from the hinge support. (Note: Put a negativesign if the deflection is going down)Answer and unit for partDetermine the deflection at point Im from the roller support. (Note: Put a negativesign if the deflection is going down)Answer and unit for part 31

Moment Area Method: The region under the curvature diagram between two points is adequate to the…

1. If the shear at a point 1m from the roller support is equal to -217.65765765766kN, determine the value of "w". 2. Determine the deflection at point 3.2m from the hinge support. 3. Determine the deflection at point 1m from the roller support.

1. If the shear at a point 1m from the roller support is equal to -217.65765765766kN, determine the value of "w". 2. Determine the deflection at point 3.2m from the hinge support. 3. Determine the deflection at point 1m from the roller support.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Determine the equation of the elastic curve Specify the slope at point A Specify the deflection at…

Q: 40 kN - m 10 kN - m 6 m

Q: Determine the reaction at the support. (Use Slope Deflection Method) 20kN/m 21 8m B 32kN/m 5m 60kN…

A: The continuous beam is given as To find:- From the given question it is required to determine the…

Q: Solve the slope and deflection of the simply- supported beam shown at D. Use Conjugate Beam Method.…

Q: What is the lateral deflection at joint E in mm?

A: A truss supported at hinged support at A and roller support at E, is loaded with vertical loading…

Q: Shear stress 7 produces a shear strain y., (be- the x direction and lines in the y direction) μ…

A: Data provided- γxy = 0.0012 m/m (a) γxy =δA120 0.0012×10-6 =δA0.12 ⇒ δA =…

Q: E is constant. 40 N 80 KN 3 m 50 kN D

Q: 3. A wide flange section has the following properties: bf = 178.55 mm tw = 9 mm d = 385.41 tf =…

A: A wide flange section has the following properties: bf = 178.55 mm tw = 9 mm tf = 12.88 mm d =…

Q: The load over the plate varies linearly along the sides of the plate such that p = (12 - 6x + 4y)…

A: It is required to determine the resultant force. Consider a small area of the plate with thickness…

Q: 2. The simply supported beam is made of A-36 steel and is subjected to the loading shown. Determine…

A: The modulus of elasticity The moment of inertia We have to determine the deflection at point C

Q: Properties of the Wide Flange Section: gy tf = 61 mm bf d = 1,050 mm Iax = 14.734 x10° mm4 Iay =…

Q: 2m 3P KN +4 7m 4.5m 4P KN B Umu

A: As per company's guidelines we can only answer first three questions. Kindly post other question as…

Q: 7-21. The steel rod is subjected to a shear of 30 kip. Determine the shear stress at point A. Show…

A: Given :

Q: 1.5 m E D 000 000

A: Calculate external determinacy of the truss: external determinacy of the truss is zero hence…

Q: Specifications of the steel rod at B. L=2 meters diameter= 25 mm E= 200 GPa Show complete…

A: Given data L=2 meters diameter= 25 mm E= 200 GPa

Q: La=zin J,O. 20in 3in N.A. 7nips 0,25 0.25 8 in

A: The above diagram can be shown as

Q: Solve the problem using Moment -Area Method Problem II. The midpoint B of the steel cantilever beam…

A: Draw the free body diagram

Q: Problem (5) The simply supported beam AB is used to support the following loadings as shown. Weight…

A: Reactions

Q: For the loaded beam shown, using moment - area method. a. Determine the value of El6 at mid span and…

Q: answer

Q: 8-33. A simply supported beam is subject to a moment M at x = 0 and a moment 2M at x = L, as shown…

Q: 1. Determine the deflection at joint 3 (i.e., Azv) for the following truss, assume that EA is…

A: Draw FBD:

Q: B | 0.75 m 2.07m The rigid bar AB of negligible weight is supported by a pin at 0. When the two…

Q: By using Conjugate Beam Method, Determine the deflection 3m to the left of roller support. 30 kN/m -…

A: Given: Required: Deflection at 3 m left of B

Q: At what angle 0 must the 400-N force be applied in order that the resultant R of the two forces have…

Q: 7-21. The steel rod is subjected to a shear of 30 kip. Determine the shear stress at point A. Show…

A: Given data:- The steel rod is subjected to a shear of, =30 kip The moment of inertia of the circular…

Q: A single axial load of magnitude P is applied at end C of the steel rod ABC. Knowing that E= 30 x…

A: Given data:P=39 kips= 39×103lbE=30×106psid1(AB)=1.25 in.L1(AB)=4 ft=4×12=48 in.L2(BC)=3 ft=3×12=36…

Q: Determine the magnited of the force F applied by arm OA and the magnitude of the force N applied by…

A: Solution: Givendata, θ = 34°θ = 43 deg/s˙θ¨ = 28 deg/s2L= 0.75mmass of slider = 0.6-kg Consider the…

Q: Problem IlI. Determine the support reactions at B and the location 900 N/m 300N of the maximum…

Q: From the cantilever beam below, determine the value of point load P acting at midspan that will…

Q: (a) Determine the reaction at A (including share force and bending moment if available) and draw the…

A: E= 200 GPawo=20 kN/mL= 5mb=50 mmd=150 mmTo determine- a) Reaction at A, shear force and bending…

Q: What is degree of static indeterminacy of the frame? * (3 Points) 27 kN+ 21 F 5 m 54 kN - C 21 D 5 m…

A: Given:- To find:- degree of static indeterminacy of given structure

Q: 3 kN B C A -5 m -5 m-

A: Length of cantilever beam, L =10mfixed end(c) is at right side.The point load is at free end of…

Q: Shear and Moment by Area Method Draw the shear force and bending moment diagrams for the beam shown…

Q: Properties of the Wide Flange Section: gy y = 61 mm d = 1,050 mm Igx = 14.734 x10° mm* Igy = 715.918…

A: The given built up section is symmetric about the centroidal axis. It is given that d = 1050 mm Igx…

Q: B |A C 60 mm do 60 mm .0.2 m→ 0.5 m

Q: The force i am getting is 3256N and angle 32.1 please confirm your solution is correct

A: Specific gravity of oil = 0.825Flow rate, Q = 10 L/sec = 10-2 m3/secDiameter at the entry, d1 =…

Q: The 10-kg block A rests on the 50-kg plate B in the position shown. Neglecting the mass of the rope…

Q: 16. Deflection is directly proportional to the, force. power of the C. first D. second A. third B.…

A: When any force is applied on the beam, it deflects the beam. This deflection is very small and…

Q: P A В C 60 mm 60 mm 0.5 m -0.2 m→

Q: Determine the force P needed to cause impending motion of the block. X = 977N

Question

100%

1. If the shear at a point 1m from the roller support is equal to -217.65765765766kN, determine the value of "w".

2. Determine the deflection at point 3.2m from the hinge support.

3. Determine the deflection at point 1m from the roller support.

A 380mm diameter circular simply supported beam carries a concentrated load,
uniformly distributed load and a triangular load as shown in the figure. Using Area
Moment Method, Solve the following unknowns.
Let P = 185KN, a = 3.2m, and the modulus of elasticity of beam is 160GPA.
NOTE: WRONG SIGN IS WRONG. WRONG UNITS IS WRONG.
W
A
B
1m
a
a
If the shear at a point 1m from the roller support is equal to -217.65765765766KN,
determine the value of "w". Answer for part 1l
kN/m
Determine the deflection at point 3.2m from the hinge support. (Note: Put a negative
sign if the deflection is going down)Answer and unit for part
Determine the deflection at point Im from the roller support. (Note: Put a negative
sign if the deflection is going down)
Answer and unit for part 31

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1: Introduction

VIEW

Step 2: Given data

VIEW

Step 3: Calculation of uniform load and varying load

VIEW

Step 4: Calculate the deflection

VIEW

Step 5: Conclusion

VIEW

Step by step

Solved in 5 steps

SEE SOLUTION Check out a sample Q&A here

Similar questions

2) Determine the slope and the displacement at the end C of the beam. E-200 GPa, I=18(106) mm* Use the conjugate beam method 3m 8 kN D B. -3m-+ 3 m 4 kN
Determine the horizontal displacement of joint D. Each A-36 steel member has a cross-sectional area of 300 mm². Use the method of virtual work 4 kN 2 kN 3m 3m E A 3m -YOB
1.
Determine deflection at point B . EI=constant
The beam shown is fixed at A and to be supported by rod BC at B. The beam carries a uniform load w = 24 kN/m throughout its 5-meter span. E = 200 GPa and I = 450 x 106 mm4. If the rod is placed at midspan, calculate the force on the rod to eliminate the deflection at the free end.
A horizontal cantilever beam, made of steel, is pin-jointed with a vertical brass rod at the end B, as shown in Figure 3. The end C of the rod is pin- jointed to the upper wall. A uniformly distributed load w and a point load P are applied on the beam and rod, as shown. The second moment of area of the beam / = 2 x 106 mm4 and the Young's modulus of steel Esteel = 210 GPa. The brass rod has diameter 5 mm and the Young's modulus of brass Eprass = 110 GPa. Under the current loads, the brass rod is extended by 2 mm. 600 mm 1 A 800 mm P= 2 kN Figure 3
27-29. A metallic cube of side 5 cm, has its lower surface fixed rigidly. When a tangential force of 10 kg. wt is applied to the upper surface it is displaced through 0.03 mm. Determine the she A. 3.92×10¹ H Determine the shear strain A. 6x 10 MPa Determin on DYS with CamScannear B. 1.288x10¹ N C. N D. 3.73x10' N
Use the method of virtual work and determine the vertical displacement of point B. Each A-36 steel member has a cross-sectional area of 400 mm2, E = 200 GPa.
The beam ABD with simple support in A and B and overhang BD is shown in the figure. Calculate the defections at point D. Assume GPa E= 200 GPa and I= 15x106 mm4. ans. Yp = ? mm 36 KN 16 KN-m A 2m 2m 2)
Determine the deflection at point C. The El of the beam is 10.71 x 10¹2 mmª. 30 kN 9 kN/m A B - 2 m 3 m ++ с
Detailed Solution please
Solve for the the deflection at Midspan. Consider EI to be constant and begin x from A.