Solve the frame approximately using Portal Method. Solve the frame approximatelyusing Portal Method.36N6m72 eBm10m15 m201. Determine the magnitude of themoment reaction at a.2. Determine the magnitude of themoment reaction at e.3. Determine the magnitude of themoment reaction at i.4. Determine the magnitude of themoment reaction at m.5. Determine the magnitude of theshear force in column fe

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Answered: Solve the frame approximately using…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter9: Application Of Influence Lines

Section: Chapter Questions

Problem 2P

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Determine the reactions on the beam given the loadings below using VIRTUAL WORK METHOD. Use the reaction at C as redundant. x1= 3.5 m x2= 1.5 m w1= 30 kN/m w2= 20 kN/m M= 9 kN/m (EI)AB = 1.5EI E= 40x10^6 mm^4 I= 200000 MPa
Subject : Solid mechanics There is no more extra data. Determine the reaction in KN at the left support if P=100 KN. (Absolute value only)
Help ASAP P= 541kN determine vertical reaction at A(in kN) 3 decimals
(a) Assuming that no loads act in Figure P9.16,compute the reactions if support B is constructed 0.48 in.too low. Given: E = 29,000 kips/in.2, I = 300 in.4. (b) Ifsupport B settles _32 in. under the applied loads, computethe reactions.
From the beam shown. Let P = 30 kN, Q = 2 kN/m, L =6m. Determine the following;a. Reaction at A.b. Constant C1.c. Slope at L/3.d. Deflection at L/3.
Determine the force that the smooth 20-kg cylinder exerts on members AB and CDB. Also, what are the horizontal and vertical components of reaction at pin A?
A 6m beam with a fixed end and supported by a roller in the right end is carrying a concentrated load at its midspan P = 20kN. What is the degree of indeterminacy? Determine the reaction in the roller support. Determine the angle of rotation at the roller support use EI = 2000kN.m2
In influence line for vertical reactions at support A and the moment at point B of the beams are shown. From the influence line of support A, what is the value of Ay when x = 4.20 m due to a unit load?
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look for: a. Reactions b. Shear and Moment Diagramc. Maximum Momentd. Equations w=022 Kn/m
1. Moment at A2. Vertical Reaction at A3. Horizontal Reaction at A4. Reaction at B5. Reaction at C
determine the reaction R1. determine the reaction R2. determine the shear at point 4meters from R1 determine the moment at point 4 meters from R1. determine the maximum moment on the beam

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