Solve the frame approximately using Portal Method.30KN d6m60KNC.k6m72KN8mTITT10m12mto10m1. Determine the magnitude of the moment reaction at a.2. Determine the magnitude of the moment reaction at e.3. Determine the magnitude of the moment reaction at i.4. Determine the magnitude of the moment reaction at m.5. Determine the magnitude of the shear force in column ji

Answered: Image /qna-images/answer/5ca0d599-df72-472c-88f6-08c87178ca25.jpg

Answered: Solve the frame approximately using…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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11.7 Problems for Solution Section 11.1 For Problems 11.1 through 11.16, compute the reactions for the beams and frames. E and I are constant unless noted otherwise. The force method (i.e., method of consistent distortions) is to be used. De Onload D n *** -)
80 mm. @ A E B D 170 mm 125 mm C 75 mm PROBLEM 6.85 Determine the components of the reactions at A and E if the frame is loaded by a clockwise couple of magnitude 36 N. m applied (a) at B, (b) at D.
2. Find the moment at A, B, and C of the beam as shown. EI is constant. 10 kN/m 5 kN/m 5 kN/m 2m 5kNm. 4m 3m
3) Solve for the support reactions of the beam shown below using MDM. Assume beam is prismatic and homogeneous. Draw the shear and moment diagram A -2.5m 5kN 7 -2.5m B 8kN/m -4.5m
Some jerk presses down on bar ABC at C to crush the red object with piston E. Piston E is constrained to move vertically. Bars BE is pinned to continuous member ABC at B and piston E. 49 lb B A 18 in E 24 in 18 in. Determine the reaction pin B exerts on bar ABC. (Enter the magnitude in pounds and the direction in degrees counterclockwise from the +x-axis.) magnitude Ib direction ° counterclockwise from the +x-axis Determine the force piston E exerts on the red object in pounds. magnitude Ib direction
5.3 The beam is subjected to a load F = 400 N and is supported by the rope and the smooth surfaces at A and B. (a) Draw the free-body diagram of the beam. (b) What are the magnitudes of the reactions at A and B? 45° A F B 30° -1.2 m-1.5 m-1 m- Problem 5.3
Solve for the reactions and draw the shear and moment diagram.

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