Prob. 8–90

Q: Question 2: Use Slope-deflection equations to determine the moments at each joint in the diagram. El…

A: Solution: Fixed end moments: MFAB=MFBA=MFCD=MDC=0MFBC=-5wl296=-5×12×8296=-40…

Q: A -3 m B -3 m IC + -3 m- 60 kN m

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Q: moment, in N.m., at C (using the value of P on the previous item) angle of rotation at A

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Q: 100 KN |4 m 6 KN/m 10 KN/m 8 m 8 m 24 m 8 m . solve for the support reactions 2.) using the…

A: Solve for suport reaction and draw SFD and BMD

Q: 24kN/m 12kN/m

A: Given:- 12kN/m and 24kN/m To find:- deflection at midspan

Q: HW For the beam shown in figure, find the deflection and rotation at Free end by using double…

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Q: Use Slope-Deflection Method to solve for the moment reaction at C in kN-m on the 250 mm x 350 mm…

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Q: A horizontal force P = 70 N is exerted on %3D block A as shown in the figure. Block A has a mass of…

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Q: By using Conjugate Beam Method, find the rotation at C (0c) and the deflection B (8B) for the beam…

A: Consider the moment about point B in the beam.

Q: Ex: Find the total angle of rotation for the prismatic shaft shown in Figure, which is subjected to…

A: Given  Distributed torsional moment T(x) = kx N.mm/mm   To find Total angle of rotation of the…

Q: 100 KN A B 3M 3M

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Q: A. Solve using Area Moment Method. Find the magnitude of the slope at the hinge support and the…

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Q: Ex: Find the total angle of rotation for the prismatic shaft shown in Figure, which is subjected to…

A: to get the total angle of rotation we have to integrate angle from starting to end length

Q: distributed load of 10kN/m between B and D. Using the stiffness method, calculate the deflection and…

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Q: Using the slope-deflection method, determine the end moments and the reactions at the supports of…

A: Given Data:E=200Gpa = 200×109N/m2=200×106kN/m2I=213×106mm4=213×10-6m4Suppoprt B settles by…

Q: A cantilever beam carries a partial uniform load w = 5 kN/m and a point load of P = 10 kN as shown…

A: In double integration  EI d2y/d2x = - Mx  Negative sign is taken to consider downward deflection…

Q: 1. Use slope-deflection method to solve the moments listed in ansSheet. And compute the displacement…

A: In slope deflection method ,first we need to find out the fixed end moment corresponding to each…

Q: The beam in the figure has constant E and I as shown for each of the two segments AB and BC. Find…

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Q: Analyze the beam in Figure P10.4 by slope- deflection and draw the shear and moment diagrams for the…

A: Question is based on fixed beam which is loaded by a point load and uniformly distributed load.…

Q: Use the Slope-Deflection Method to determine the member end moments and reactions. Draw the moment…

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Q: A cantilever beam carries a trapezoidal distributed load (see figure). Let wg = 2.7 kN/m, WA = 5.4…

A: Given, Load, WB=2.7 kN/mWA=5.4 kN/m Length L= 3 m Width b=200 mm Depth d= 340 mm

Q: Determine the vertical deflection at the free end of a circular cantilever frame shown in figure…

A: To determine the vertical deflection at the free end of the given circular cantilever beam using…

Q: Eor the continuous beam shown below, by the slope-deflection equations, determine the maximum…

A: Moment : A force's moment is an assessment of its propensity to cause a body to rotate around a…

Q: Make use of the Slope Deflection equations and calculate the bending moments in the frame shown in…

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Q: Find the least value of P required to cause the system of blocks shown to have impending motion to…

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Q: 1. For the frame shown below, determine the horizontal displacement and rotation at the suppo at D.…

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Q: Determine the value of P and the normal force N exerted by the plane given that a 500-N box is held…

A: As the surface is smooth friction is zeroEquilibrium about y-axis:∑…

Q: 30KN/m 1.5m 3.0m 2.5m

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Q: 12 kN/m A 4 m 4 m

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Q: Using the slope-deflection method, determine: a) Reactions, Internal forces of the elements,…

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Q: 23) A long slender column of length L with uniform cross section is fixed as shown in Figure.…

A: Both P and F acting together on the slender long column will have a greater intensity of deflection…

Q: Find the reactive forces and bending moments developed as described in the following figure, by…

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Q: QUESTION 2 Make use of the Slope Deflection Equations to calculate the Bending Moments at A, B, C…

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Q: 147 How for the beam shown in figure, find the deflection and rotation at Free end by using double…

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Q: Analyze the following beam using slope-deflection method. First indicate the degrees of freedom.…

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Q: 1. The beam is loaded as shown. Using slope deflection equation method, analyze completely the beam.…

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Q: Determine the vertical displacement at joint A, if members AB and BC experience a temperature…

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Q: 19:15 Determine all reactions of supports using the slope-deflection method. El is constant. 50 kg…

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Q: In figure shown, determine the angle of tilt 8 so that the contact force at A will be twice that at…

A: According to the condition that cylinder is smooth so all the weight of cylinder will be balanced by…

Q: 24KN/m N/m

A: Given:- load=12kN/m and 24kN/m To find:- The deflection at midspan in terms of El using virtual work…

Q: اسم الطالب: الشعبة Q1: Determine the magnitude of the vertical force P that must be applied at the…

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Q: 5.Calculate the rotation A at the end of A and find the horizontal deflection ABH of point B of the…

A: Case i) symmetry Fixed end moments: Span AC: MFAC=-wl212=-2×6212=-6 kNmMFCA=wl212=2×6212=6 kNm Span…

Q: 4 m 6 KN/m 10 KN/m 8 m 8 m 8 m

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Q: 60KN 16KN/m 2m V 3m 4m

A: The slope-deflection method is generally helped to determined to analyze statically determinate and…

Q: 1. Analyze the following beam using slope-deflection method. First indicate the degrees of freedom.…

A: The Structure has degree of freedom = 2 (rotations at A and B)θA = Rotation at AθB = Rotation at B

Q: 1.5 k/ft 20 k 21 D. E= constante 30 ft B. 40 ft

A: We have the system as:

Q: 3. Analyze the following beam using slope-deflection method. First indicate the degrees freedom.…

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Q: The distributed load value shown in the figure affects the unit length. Calculate the internal…

A: Consider the free body diagram showing the differential element of the rod as shown below.

Laws of Equilibrium

A body is said to be in equilibrium if the system of forces acting on the body tends to keep the body at rest, in other words, there is no translation motion or net torque on the body. Under such conditions, the equilibrium conditions are to be applied to analyze the condition. The branch of mechanics that deals with this condition is known as 'statics'. Under equilibrium, there are no net forces on the body.