The image displays a mechanical problem involving an overhang beam subjected to forces and moments. The task is to replace the force and couple moment system acting on the beam with a resultant force and couple moment at a specific point, labeled A.**Problem Statement:**Replace the force and couple moment system acting on the overhang beam by a resultant force and couple moment at point A.**Solution Provided:**- Resultant Force (R): 50.2 N, applied at an angle of 84.3° counterclockwise from the negative x-axis.- Moment (M): 239 kN-m clockwise (cw).**Diagram Explanation:**- The beam is supported horizontally, with points A and B marked.- The beam has a length of 5.3 meters in total, divided into segments: 2 meters from point A to a central point, 1 meter between central point and the force application point, and another 2 meters to point B.- A fixed support is located at point A.- Forces acting on the beam are as follows: - A 30 kN force is applied at the left end of the beam at an angle of 30° to the vertical. - A 45 kN-m couple moment is applied about the central point (depicted as a curved arrow). - A 26 kN vertical force is applied 0.3 meters from the right end, point B.- The distances between these applied forces and moments are shown in the diagram for detailed analysis.

Answered: Image /qna-images/answer/fe14c843-ad69-412b-9bc6-5bc39c32c57e.jpg

Replace the force and couple moment system acting on the overhang beam by a res force and couple moment at point A. Solution: R = 50.2 N@ 84.3° from -x ccw, M = 239 kN-m cw 30 kN 30 26 kN 12 13 0.3 m 45 kN-m C0.3 m B -2 m- 2 m 1 m 1 m

Replace the force and couple moment system acting on the overhang beam by a res force and couple moment at point A. Solution: R = 50.2 N@ 84.3° from -x ccw, M = 239 kN-m cw 30 kN 30 26 kN 12 13 0.3 m 45 kN-m C0.3 m B -2 m- 2 m 1 m 1 m

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: 10 N 10 N 20 N E M 10N B 6.0m 4.0m L 8 BAYS @ 3.0 m EACH 20 N - The force at member IK is equal to O…

Q: Q.- for fig find reactions at supports A and c 10 KN S √777777/45 # 2m 1 20 30 KN.m 2 ata. fix 6m Ac…

Q: Using the Portal Method, determine the Moment Reaction at point B of the given Frame. Answer should…

A: Given data:

Q: A reinforced concrete T-beam has an effective flange width of 750 mm with a thickness of 100 mm. The…

A: given- an isolated T beam. required- to find moment carrying capacity of T beam.

Q: Solve for the member forces

Q: Determine the moment at point B for the beam shown. 100 kN. m 150 kN 25 kN/m B 4m 4 m- 2 m' 2 m O…

A: Finding roller support reaction : Considering Pinned support as Point C and roller support as Point…

Q: 4-98. Replace the force system by an equivalent resultant force andcouple moment at point P. y 455 N…

Q: solve for reaction at hinge a. 0 b. 4.275 C. 4.725 solve for reaction at roller a. 4.725 b.0 c.…

Q: find moment at point D, P=15kN

A: Given:- FBd of Beam;

Q: Problem 4-145 4-145. Replace the loading by an equivalent resultant force and couple moment acting…

A: Given, A structure, FBd:-

Q: PB= 30 kN 4 m 3 m 3 m E A B D Cp= 40 kN • m

Q: (Two body system) Find the reactions of the supports and the pressure in the hinge gived. q A 3 bata…

Q: What is the fixed end moment FEMAB for the beam with a settlement of 25 mm at support C: 20 kN/m 60…

A: Given data in question Span member length UDL Point load To find out Fixed end moment in AB

Q: Q=15, thanks.

Q: Q:by using influence lines.findshear and moment in point h.

Q: Determine the reactions for the beam shown if the vertical deflection at support B is zero. 100 kN…

A: Take support B as redundant:δ1=deflection due to udl at B δ1=wx24EIl3-2lx2+x3…

Q: q (kN/m) P (kN) M (kN.m) LI (m) L2 (m) LI (m) Şekil 1

Q: tart A cable is used as a laundry washing line whose end points are fixed at A and B. The clothes on…

A: Given that the endpoints of the cable used as a laundry washing line are fixed at A and B. constant…

Q: ipe. use mohr's circle

Q: A 2.5' Ay Vc when unit load is egment AC: A Ay = 1- 2.5' C X 10 M 7.5' с Msection = 0 X 10 -Vc + -…

Q: F6-6. 10 kN/m IT 3 m IC F6-6 3 m 10 kN/m B

Q: Determine the reaction at support B for the simple beam shown. A 13 ft O a. 48kips O b.76kips O c.…

A: Given data:

Q: Requirements: a. Reactions b. Shear and Moment Diagram c. Maximum Moment d. Equations 1. 900 w N/m…

Q: 2P SP w = 90 kN/m A Given: P- 350 kN a= 1 m b= 2m moment roller support = -2000 kN-M Find:. Draw the…

A: Roller supports are allowed to spin and translate along the surface of the roller. The surface might…

Q: HW Determine the resultant force at pins A, B, and C on the three-member framc. 800 N 200 N/ m 2m…

A: As per guidelines we are supposed to answer only first question so please repost rest questions…

Q: 1. Calculate the design moment capacity þMn of the beam if fc 28 MPa and fy = 420 MPa 2. Check…

Q: shear and moment diagram. Show your solution. (input the maximum moment of the bear including the…

A: For analysis of beam, the beam is divided into three parts from internal hinges. 1. Part AB 2. Part…

Q: A three-span continuous beam is subjected to 2 kN/m dead load and 3 kN/m live load. The columns are…

A: Wu = 1.2 WD + 1.6 WL = 1.2 x 2 + 1.6 x 3 = 7.2 kN/m Clear span, ln = 7 - 0.5 = 6.5 m I…

Q: 4. Find the moment at the supports. Make at least eight balances. Use E = 200,000 MPa and I = 170 x…

A: E=200000 MPaI=170 (106) mm4EI=3.4 (1013) N.mm2EI=3.4 (104) kN.m2δd=25 mm =0.025 m

Q: 15 kN 30 kN-m -1m+1m- -2 m- -2 m ВEAM 9 3k/ft В 6 ft 6 ft ВEAM 8

A: Determine the reactions and included moments on the following beams.

Q: 150 kN 120 kN 120 kN ww. 一 G B 6 m- -6 m- -4 m 21

A: Given:-

Q: 6-50. Draw the influence line for the force in (a) member JI, (b) member IE, and (c) member EF. 8889…

A: From the given truss diagram, we have to determine the ILD for member 1. Member JI 2. Member IE 3.…

Q: A 370mm x 450mm base plate is used to transmit is load from a W31x79 steel column to a 520mm x 600mm…

A: Given:- The dimensions of the base plate = 370mm x 450mm The steel section used as a column =…

Q: force water. Determine the force & angle on gate AB.

Q: Using unit load method, find the rotation at point (D) of the frame (ABCD) EI = 1.2 + 10* kN m2 40…

A: Calculating the force at A and C: RC*7=40*3(7+3/2) RC=1020/7 KN RA+RC=40*3 RA=-180/7 KN

Q: Using influence line, calculate the maximum moment that can be developed at point C if the beam is…

Q: Determine the internal normal force, shear force, and bending moment in the beam at points C and D.…

Q: The force-couple system (System 1) as shown below is to be replaced by an equivalent system (System…

A: Force - couple system is a pair of forces that are equal in magnitude, and opposite in direction.…

Q: Question #2 Neglect the thickness of the beam. Determine the total moment of the forces: i) about…

Q: 10 kip/ft 50 kip ft A 5 ft 5 ft The simply-supported beam above is subjected to a uniformly…

A: Apply equilibrium condition : ∑MB=0RAY×10-10×5×(52+5)+50=0RAY=32.5 kip

Q: The cantilever beam shown carries a uniform load of 5kN/m on the 3 m portion of the beam and a…

Q: Situational Problem The beam is loaded as shown in the figure below. Assume El to be constant. 3kN 4…

Q: Question2: Draw the influence line for the shear at C. Plot numerical values every 1 m. Assume A is…

A: Draw FBD:

Q: or the frame shown, the Moment Distribut )to draw the shear and bending moment ettlement of 0.25…

A: In the above question, a frame is given with all information we need to determine the following…

Concept explainers

Properties of materials

A property of a material describes its characteristics and distinguishes it from the others. The material properties are described it in terms of its hardness, color, appearances, and so on. The material properties generally depend on the type of material, or whether it is a metal or an alloy. There are different kinds of material properties such as mechanical properties, thermal properties, physical properties, and chemical properties. Chemical properties describe the material in terms of a chemical change. The mechanical properties come into existence when the material is acted upon by an external load. Thermal properties are associated with the temperature of the material and specific heat.

Question

100%

The image displays a mechanical problem involving an overhang beam subjected to forces and moments. The task is to replace the force and couple moment system acting on the beam with a resultant force and couple moment at a specific point, labeled A.

**Problem Statement:**
Replace the force and couple moment system acting on the overhang beam by a resultant force and couple moment at point A.

**Solution Provided:**
- Resultant Force (R): 50.2 N, applied at an angle of 84.3° counterclockwise from the negative x-axis.
- Moment (M): 239 kN-m clockwise (cw).

**Diagram Explanation:**
- The beam is supported horizontally, with points A and B marked.
- The beam has a length of 5.3 meters in total, divided into segments: 2 meters from point A to a central point, 1 meter between central point and the force application point, and another 2 meters to point B.
- A fixed support is located at point A.
- Forces acting on the beam are as follows:
- A 30 kN force is applied at the left end of the beam at an angle of 30° to the vertical.
- A 45 kN-m couple moment is applied about the central point (depicted as a curved arrow).
- A 26 kN vertical force is applied 0.3 meters from the right end, point B.
- The distances between these applied forces and moments are shown in the diagram for detailed analysis.

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

VIEW

Step 2

VIEW

Step 3

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 3 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

2. For the structural beam shown; noting that the internal hinges lies in the midspan of the beams; find the following: a. Draw the shear and bending moment diagrams. b. Construct Influence Lines for : (Rc, RF, SD, SRight-E, SLeft-E, Mc, SLefn-F) W Y P=71 KN , W=17KN/m, Z = 5m ,y=3m , x =2m
Please box final answer
3. 8 KN/m - 9m- 3m 20 kN 3 m Assume A is fixed and Cisa rocker. Bis a rigid joint. Find Reaction at point A and C by Slop deflection method
find reactipns at A, B, C of a beam of 36m long. A is pin support and C is roller support. B is the mid point. Uniform load of 3k/ft acting along AB and 2k/ft acting along BC.
Draw B.M.D For SP Beam (EI Constant) by Using Moment Distribution Method. 8.6 kN/m 5.2 kN/m E I E I S U 0.5 m+ 1.5 m
Which section below has the larger positive moment capacity?
Which Diagram shows the influence line for the moment at S ? Theory? Assumption? Solution?
(A) fixed (C) roller (D) fixed Please solve moment distribution
Question2: Draw the influence line for the shear at C. Plot numerical values every 1 m. Assume A is fixed and the support at B is a roller. El is constant. Please provide all the calculations in detail. Do not use "conjugate beam method" in solving the problem. 3 m 3 m
Pls check my answers
olk
Determine the mnaximum positive moment at C using the influence line and considering the given loads below. 20KN ISNn A Sm