9–29. Determine the force in member DF of the truss. EI is constant. D6 kN2 m+F3 mAb4 m4 mCB

Answered: Image /qna-images/answer/885bd706-46ca-4560-9cf6-b3dfeaadc929.jpg

Answered: D 6 kN 2 m + F 3 m Ab 4 m 4 m C B

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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EXERCISE 3: Explain two different ways to solve the beam drawn below, using the compatibility method. Detail in which isostatic structures you would divide it and what would be the compatibility equation or equations needed in each case. A4 A B
For the truss shown below, determine the forces in members UP, QL, JK. Assign a negative value for tensile forces and positive value for compressive forces. " Q R S U N. H `A DE F G P1 P1 P2 P2 P2 P1 P1 L2 L2 L2
Need help, please show all work, steps, units and round to 3 significant figures. Thank you!
Calculate the forces at the points with movement restrictions imposed. Data: L1 = 1.9m L2 = 3.3m L3 = 3.5m q1 = 65kN/m M1 = 189kNm
Question 1. Specify the forces applied to the beams of the beam structure and the load patterns of the horizontal bar BDF. Question 2. Calculate the cutting force developed by the cutters shown in the picture, as well as the force applied to the hinge pin cutting force: (10kp = 100N)
True or False? When you/I cut through a rigid body or a truss that was previously in static equilibrium, then all of the members of that body or truss are still in equilibrium even though a section of that rigid body or truss has been removed from the structure. True or false?
Figure A1 below shows a simply supported beam and a single sided overhanging beamwhich is loaded with point loads and uniformly distributed load. Rajah A1 menunjukkan sebuah rasuk tertupang mudah dan rasuk julur sisi yangdibebankan dengan beban-beban tumpu dan beban teragih seragam.(i) Calculate the reactions at support A and B. Kirakan daya-daya tindakbalas pada tupang A dan B.
Structural mechanics 'method I used was portal method how do I solve for the following what are the shear in column bf,lp what is the moment at the ends of column ko and ei what is the moment at the right end of beam kl what is the moment at the left end beam fg what is the shear in beam fg
Given is the 200mm X 400 mm rectangular beam below. 9 kN 7.50 kN/m 400 mm 1.50 kNm A C 1.50m 7.50m 200 mm R1 R2 Figure 1 What is the moment of inertiaof the beam section in mm4?
Chapter 5, Section 5.2, Question 40 A 50-kN force acts at point D in the yz plane on the linkage. Use the cross product to compute the moment this force creates at a moment center at B. 1 m 2 m 3 m 50 kN 4.5 m C 45° 1.5 m D Round the answers to 3 significant digits. j+ k kN m MB = %3D Open Show Work Click if you would like to Show Work for this question: Oue
贪ll docs.google.com/forms -27.5 lb None of the above The magnitude of the resultant of two forces of 100 N and 150N acting at an angle of 45° is 232 N 223 N -232 N -223 N none of the above A system of forces is acting on a rectangular plate, as shown in the figure below. The direction of the resultant force with x-axis is * العربية الإنجليزية
F1=432N,187.5 F2=111N,287.5 F3=345N,87.5 F4=234N,87.5 F5=123N,17.5 what is the resultant of the forces?

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