Compute the support reactions of the given beam below. Also, determine the maximum value of the positive and negative shear as well as the moment. Note: pt. a is hinge support, pt. b is roller support, pt. c is internal hinge support, pt. d is internal roller support, pt. e is roller support, and pt. f is a hinge support. Hint: Try to expose the internal reaction/s of the internal hinge support at pt. c as well as for pt. d internal roller support. For the units, the forces are in kN, then for the distances, take it as meters.

Compute the support reactions of the given beam below. Also, determine the maximum value of the positive and negative shear as well as the moment. Note: pt. a is hinge support, pt. b is roller support, pt. c is internal hinge support, pt. d is internal roller support, pt. e is roller support, and pt. f is a hinge support. Hint: Try to expose the internal reaction/s of the internal hinge support at pt. c as well as for pt. d internal roller support. For the units, the forces are in kN, then for the distances, take it as meters.

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: P. = 30KN Pz = 20KN 4m a = 1 L = 6m R2

A: Let R1=RAR2=RBRA+RB=50KN∑MA=030×1+20×5-6RB=0RB=21.666 KNRA=28.334 KN

Q: P3 F 2.5m B 3m 3m - 3m P1 P2

A: a) Reaction forces on the diagram

Q: Consider the Warren truss below supported by a pin support at G and a roller support at C. a. Solve…

A: a. Solve for the reaction forces (in kN) at point G. b. Solve for the reaction forces (in kN) at…

Q: 3. Find the force in members CE, DE, DF using the method of sections. The force in member CE is: kN…

Q: 1. By the consistent deformations method, find the reaction at b, using it as a redundant, then find…

A: Given Structure:

Q: determine the maximum torque T that can be applied.

A: Solution: Allowable shear stress: Dd = 5020 = 2.5 rd = 420 = 0.20 Taken that, K = 1.25 τmax =…

Q: Próblém #1: х (N) Y (N) х (N) B\ C' х (N) D 999 299 A (m) A F SE 2 m 2 m

Q: as shown. The weight of he reactions at supports A he force in each member « sion.

A: From the given figure Area=12×3×5+2Area=212kN Now calculate the CG CG=2×5+25+2×33CG=127m Now ,…

Q: In the truss below, use section method and find the magnitude and kind of force in member BC. 12.5…

Q: From the truss shown: End 1 is hinged support and end 2 is roller support. If the reaction at the…

A: Given a truss with point load system. Required- to determine the forces in the members 34 52 and 54…

Q: For the truss shown in the figure, the force in the member QR is po zero 2. 2 3. P 4. VP S P L

A: Given, Load = P Length between TS = L Length between SR = L

Q: For the truss shown in the figure: 20KN a) Find the support reactions. b) By inspection, identify…

A: Step 1

Q: Compute the support reactions of the given beam below. Also, determine the maximum value of the…

Q: determine the end moments at the supports. EI is constant.

A: P = 100KN w = 20KN/m LAB = (42+32)1/2 = 5M LBC =8m

Q: The rigid beam ABCD is supported by hinge at point c and pinconnected rods at B and D as shown…

A: Given Data -

Q: The braced frame (vertical truss) has a hinge support at point A and a horizontal roller support at…

Q: The bar is pinned at A and supported by two aluminum rods each having a diameter of 1 in. and a…

A: Given Data : Eal = 10 X 103 ksi Force applied = 2kips Diameter = 1 inches To Find : Determine the…

Q: Determine the support reactions at ➀ and ➂. Take E = 29(103) ksi, I = 700 in4, A = 30 in2 for each…

A: Free body diagram of the frame: Note: There is no moment reactions will generate at support A and…

Q: Rod BD is made of steel (E= 29 x 106 psi) and is used to brace the axially compressed member ABC.…

A: the rod BD is made of steel EBD=(29 x 106) psi= (29 x 103) ksi and it is used to brace the axially…

Q: supported by ball-and socket joints at C, D, E, and G. Hint: Consider symmetry of geometry and…

A: Trusses are most commonly used in bridges, roofs and towers. A truss is made up of a web of…

Q: 2. Each member of the truss shown below is 2 m long. 800 N D 400 N a) Solve for the reactions at pin…

Q: Calculate the pin reactions at A and B. You do not need to calculate, but C is an internal pin. The…

Q: 20 kN 45° All vertical members 1.5 m long All horizontal members 3.0 m long

Q: D. Support Reactions

Q: A pin-jointed truss is shown in the figure below. Loads P= 30 kN and Q=36 kN are applied as acting…

Q: F kl. T 4

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: Example 4: A beam with a hinge. Identify and find the supports reactions., And draw the moment and…

A: Given:- To find:- Support reactions Shear force and bending moment diagrams Concept:- Shear force…

Q: (Place the origin at point A.) Let a=3.25 m, b=4.25 m, Pg = 30KN, and Pc = 100KN. Pe C b. Use your…

Q: Member ABCD in figure below lies in the plane of the paper. If length L is large compared with the…

A: Consider beam section ABC and draw free body diagram

Q: P. = 30KN P2= 20KN a = 1 L = 6m R: R2

Q: For the truss shown in the figure, the force in the member QR is po 4 L

Q: REACTIONS

Q: The rigid bars AB and CD shown in the figure below are supported by pins at A and C and two rods as…

A: Axial loading is the applying force on a structure directly along an axis of the structure. It is…

Q: 5. Determine the pin reactions at A and all forces acting on member DEF of the frame shown. Neglect…

Q: t A 0 В

A: If the No of unknown reactions is greater then the no of equilibrium equations, then the structure…

Q: 22

A: Consider AC

Q: (b) Figure Q2(b) shows that the truss supports loads at point C and E. If the value of F = 3 kN,…

A: In this question, we shall first use method of sections to determine force in the member BE and then…

Q: Determine

Q: determine the normal force in the steel pipe (1).

Q: ENGINEERING MECHANICS (UPVOTE WILL BE GIVEN. PLEASE WRITE THE COMPLETE SOLUTIONS AND FBD LEGIBLY. NO…

A: To find support reaction and force in member EF,DE,DF

Q: The rigid bars AB and CD are supported by pins at A and D. The vertical rods are made of aluminum…

A: Determine the vertical displacement of the point where the force P = 10 kips is applied.

Q: 3. Determine the reactions at the supports, then draw the moment diagram. The moment of inertia for…

A: To determine the reactions at the support and Bending moment diagram, using slope deflection…

Q: Determine the axial force in all the members of the truss shown in Figure EA = constant.. 20 k B45°…

Concept explainers

System of Forces

A force is an external influence or agent that changes the state of a system. According to Newton's second law, the force applied to a body is proportional to the change in momentum of a body. Hence, whenever a force is applied to a body, its momentum changes. If the body is at rest, under the action of force, its state of rest changes to motion. In other words, the magnitude of the momentum of the body changes from zero to a measurable value. Similarly, if the body possesses some initial velocity, it has some associated momentum, the effect of force can cause the body to halt or come to rest, that is, the momentum reduces to zero.

Question

Compute the support reactions of the given beam below. Also, determine the maximum value of the positive and negative shear as
well as the moment.
Note: pt. a is hinge support, pt. b is roller support, pt. c is internal hinge support, pt. d is internal roller support, pt. e is roller
support, and pt. f is a hinge support.
Hint: Try to expose the internal reaction/s of the internal hinge support at pt. c as well as for pt. d internal roller support.
For the units, the forces are in kN, then for the distances, take it as meters.
30k
5K
...
30k
2
长
roller
24
24

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1 : Diagram

Step 2 : Beam cd

Step 3 : Beam abc

Step 4 : Beam def

Step 5 : Shear force calculation

VIEW

Step 6 : Bending moment calculation

Step 7 : Beam abc

Step 8 : Beam cd

Step 9 : Beam def

Trending now

This is a popular solution!

Step by step

Solved in 9 steps with 12 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

The steel bars AC and BC, each of cross-sectional area 120 mm2, are joined at C with a Determine the displacement of point C caused by the 15-kN load. Use E = 200 GPa for steel.
Determine the Force in the member AC. AE is constant. D 600 lb 3 ft 400 lb C 3 ft
Pin jointed frame is subjected to the external loads of F6 = 2502 N at D and F7= 1588 N at C as shown in Figure T2. Take the length of frames indicated as: L6 = 1665 mm and L7= 9342 mm. (). Draw the free body diagram of the given Frame/Truss; (6). Estimate the support reactions; (i). Determine the forces in all members indicating the nature of forces; (w). Verify the forces in members AD and AE by another suitable method. F6 F7 L6 60° 60° 30° B E L7
Assume A = A = 20 in², A = 40 in², I = I= 200 in. Ig = 400 in and E= 29,000 ksi. Determine e following: (i) The shear for member (3) at x,= 6 ft = kip (ii) The moment for member (2) at x, = 6 ft = kipfu (iii) The maximum negative moment for member (2) = kip ft (iv) The location of zero shear for member (3) at x,= ft (v) The rotation at joint 2= rad (Show the direction arrow.) (vi) The maximum vertical displacement of the frame in (vii) The maximum horizontal displacement of the frame in
This force is 41 kN Please. Don't send me the 49 kN's solution.
The solid spindle AB has a diameter ds = 1.5 in. and is made of a steel with an allowable shearing stress of 12.5 ksi, while sleeve CD is made of a brass with an allowable shearing stress of 7 ksi. Determine the largest torque T that can be applied at A. 8 in. 4 in. D B -3 in. t = in. -d₂ T The largest torque T that can be applied at A is 82.834 kip-in.
Draw the shear force diagram and the bending moment diagram of the bridge girder shown below. FAC = 84.1K (T) Fec 84.1K (T) FCD=64.7 K (c) 5 ft A 12 ft- 80 k D C 12 ft B
QUESTION 1. Determine the reaction at pins at A, B and C and fixed support at D. Answer in component form. Take P = 8+ 0.5(third highest digit of your student number). ALSO, draw the shear and moment diagram of member BC only. 12P kN 8P kN B 4 m D -3 m 3 m- 3m 3 m-
ENGINEERING MECHANICS (UPVOTE WILL BE GIVEN. PLEASE WRITE THE COMPLETE SOLUTIONS AND FBD LEGIBLY. NO LONG EXPLANATION NEEDED. BPX THE FINAL ANSWER. ANSWER IN 2 DECIMAL PLACES.) Given the Cantiliver Truss. Solve for the following: a. Solve for the reactions at A and B. b. Solve the force in members EF, DE, DF by using any methods.
Given the support reaction is 9.5KN SOLVE FOR THE MEMBER FORCED CD AND CG
44
How to get the shear force V= -P and the bending moment M= -Px