Determine the magnitude and direction 0 of fe its placement d on the beam so that the loae is equivalent to a resultant force of 12 kN ac

Q: From the given beam shown, and at the given point C, determine the following: a. the internal normal…

A: Consider the section ACB,

Q: the truss shown in Figure. Determine the force member at AB. 400 kN 800 kN 6 m 3 m 3 m C 6 m 6 m 200…

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Q: 20 IN H 1=3 m 3 d 1=3 m 1-3 m Which of the following most nearly gives the force in member cd due to…

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Q: Solve by joint method. Should correct

A: Given Data Determine the forces in each member using Method of Joints.

Q: Q3/ The beam is subjected to a moment of 15 kip.ft. Determine the resultant force of the bending…

A: Given: The I section as shown

Q: Please I need help. I hope you can help.  A 25 m simply supported girder of a bridge is used to…

A: The maximum support reaction occurs when the two loads are at the supports. The total load on the…

Q: Determine the magnitude of force in member BD

A: Find the magnitude of force in member BD

Q: 265 Determine and locate the resultant of the two forces acting on the l-beamn. 3m 6 KN Problem 2/65

A: Consider the given beam.

Q: The rigid bar AC is supported by a hinge at A and a steel cable BD having a diameter of 12 mm. The…

A: Take moment about A:∑ MA=0F5-FDB3=0FDB=14,4kN

Q: F1 = 4 kN F2 = 3 kN F3 = 2 kN a = 3 m b = 5 m c = 4 m theta = 33 degrees a.) Find the…

A: Data Given: F1 = 4 kNF2 = 3 kNF3 = 2 kNa = 3 mb = 5 mc = 4 m θ = 33° Asked: a.) Find the distance…

Q: 20 KN 20 KN A 20 KN/m C 20 KN/m 20 KN E 20 KN/m F G 20 KN/m 30 KN/m K 20 KN/m J 20 KN/m 30 KN/m 1.50…

A: For Beam AB ∑FY= 0 RA+RB= 20+20×(1.5+1+1+1+0.5) =120kN Taking Moment at A ∑MA=0 5RB=…

Q: Determine the maximum absolute shear for the beam loaded as shown. 50 kN 15 kN/m 150 kN · m A В C 6…

A: To maintain equilibrium, the sum of vertical force acting on the beam is equal to zero. VA+VD =…

Q: Analyze the beam below: 1 m Α.Δ. 400 kN/m 6 m 2 m 600 kN B 2 m (a) determine the maximum moment…

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Q: A a B V P b X h

A:

Q: plem 2: For the shown beam: a. Calculate the Equivalent Concentrated force FR5 KN 10 kN 6 kN/m З KN…

A: Solution:- The given diagram is shown below,

Q: Solve for the following internal forces occurring on the beam loaded as shown below. a. Moment at B…

A: Moment at Support A, MA = 0 KN-m => -12(26)(6)(7.6+236) + RD(10.6) - (15.9)(3.6) => RD =…

Q: Solve and determine the absolute maximum shear in the beamdue to the loading shown.

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Q: w1 kN/m w2 kN/m D B. am bm cm

A:

Q: For the loaded structure below, replace the force system with a single resultant force. Determine…

A: The  conversion of UDL into point load; P=(1/2)*3*42 P=6 KN from A at (2/3)*3=2 m

Q: b. Calculate the bending moment and shear force of each hence state and explain the engineering…

A: 1. For the first beam- calculate RA  and RE∑FY=0RA+RE=50+70RA+RE=121…

Q: 4 m 4 m 2 m 60 kN 120 kN

A:

Q: THE RIGID BEAM IS SUPPORTED BY A PIN AT A AND WIRES BD AND CE. IF THE LOAD P ON THE BEAM CAUSES THE…

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Q: PL Find the Forces members BD, CD eud CE in

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Q: H.W Replace the loading equivalent resultant force and specify its location on the beam, measured…

A: Consider the given beam. The resultant force will be equal to the algebraic sum of all the forces.

Q: 250 kN 116 kN 71 kN 208 kN 61 m 54 m 54 ml

A: GIVEN GIRDER SYSTEM

Q: Sk 12 k G 10't H 32 E B D A. 20 k 40 k *40 k 24' 24' 24" 24"

A:

Q: Determine the moment about point O of distrubuated force system acting on the beam shown. 3 kN/m 1.5…

A: To find : Moment at point O

Q: Solve the force at rod BC as a function of the uniform load w. 4 ft 3 ft

A: The total length of span, L =4ftThe rod is connected to beam at BThe uniform distributed load on…

Q: 40 kN 20 kN 25 kN ma -12

A:

Q: 2000 lb/ft 5 ft- -13 ft- PROB. 4.33

A: Schematic diagram of the given problem:

Q: Problem no. 1. Compute the reaction forces at pt. A and B D C A 9m B 3m 1.5 m 3 m 30° 20 KN

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Q: Problem 1- The beam shown below is in equilibrium when subjected to forces presented. Determine the…

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Q: What is the Maximum moment in kN-m. Given: W = 20, a = 2, b = 8, and P = 70. %3D PkN am W KN m b m R

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Q: Determine the absolute maximum moment of the beam due the series of live concentrated loads.

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Q: Solve for the following internal forces occurring on the beam loaded as shown below. a. Moment at B…

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Q: Replace the distributed loading by an equivalent resultant force and specify where its line of…

A: Loading structure,

Q: PROBLEM 4 Determine the force in member DF. 10 KN A 14 kN E B D F H 6 m G 2 m 14 2 m 2 m 2 m

A: Given:- To find:- Force in member DF

Q: The bridge truss shown carries the following uniform live load and concentrated live load. А в A B D…

A: Let P = 110KN

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.