12K10K10K 20K.15K7K1.Solve for the resultant of the six loads on the truss shownThe loads are given In kips (K)(I klp 100Olbs). Three loads are vertical.The wind loads are perpendicular to the side. The truss is symmetrical.

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Answered: 10K 12K 10K 20K. 15K 7K 1. Solve for…

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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Calculate the forces in members BC, CD, and CG of the loaded truss composed of equilateral triangles, each of side length 9 m. The forces are positive if in tension, negative if in compression. BC= Answers: CD = A CG = 9 m B C 3.3 KN G KN KN KN D E 6.0 KN
Q4/ The rigid beam is supported by a pin at A and two steel wires BD and CE. Each rod has a diameter of d. If the load P on the beam causes the end C to be displaced h downward, determine the normal strain developed in wires CE and BD and the applied load P. Assume E seel = 200 Gpa and a= 1.5 m, b= Im, d=30 mm, h= 8 mm 2a
Determine the forces in members CG and GH of the symmetrically loaded truss. The forces are positive if in tension and negative if in compression. B 5 m A 77 Answers: CG= i GH = i -5 m 30° 5 m H -6 m L eTextbook and Media G L D -5 m L L L 2 E
Q12. A continuous beam is built in at A and is carried over rollers at B and C as shown in figure, AB = BC = 12 m. It carries an uniformly distributed load of 3 kN/m over AB and a point load of 24 kN over BC which is 4 m from the support B. Value of E and I are 200 Gpa and 0.2 x 10-3 m2 respectively uniform throughout. Calculate the fixed end moments. %3D
Determine the force in member BE of the loaded truss. The force is positive if in tension, negative if in compression. 4 kN 5 m 2 kN 5 m B 3 KN 5 m A 6 m Answer: BE = i kN C.
Which of the following is the nearest value for the force at member BC? a. 5kN tension b. 1.6 kN tension c. 1.6 kN compression d. 5 kN compression
Determine the force in members AB, AC, and BC.
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5 - In the plane truss system, whose loading condition is shown in the figure, there will be support reactions A and B, and rod forces 1,2 and 3. A is the fixed joint and B is the sliding joint. Loads on the beam P = 50 kN, All acute angles in the truss system are 45 degrees. Accordingly, S2 = ? a) 0B) 175C) 225D) 35.36E) 200

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10K 12K 10K 20K. 15K 7K 1. Solve for the resultant of the six loads on the truss shown The loads are given In kips (K)(I klp=100Olbs). Three loads are verti The wind loads are perpendicular to the side. The truss is symmetrical.