Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- Activity 2. Using method of sections, solve for the force acting on member BD of the truss shown. [Ans. BD=1340.78KN (C)] 800KN 400KN 400KN 2m 4m 4 panels at 4 marrow_forwardCalculate the maximum intensity w of the uniform distributed load that can be applied on the beam without causing the compressive members of the supporting truss to buckle. The members of the truss are made from A-36-steel rods having a 60-mm diameter. Use FS. = 2 against buckling. Need accurate answer onlyarrow_forwardFig. P3.48 0.4 m 0.1 m B 0.3m 150 N-m 60 Nm Hibbeler F5-55. The assembly is made of A-36 steel and consists of a solid rod 20 mm in diameter fixed to the inside of a tube using a rigid disk at B. Determine the angle of twist at C. The tube has an outer diameter of 40 mm and wall thickness of 5 mm.arrow_forward
- 5- Replace the forces acting on the plate by a wrench. Specify the force and couple moment for the wrench and the point P(x, y) where its line of action intersects the plate. F, = |-300k) N %3D Fe= [200j| N 2m 500N 30 F = (4001) Narrow_forwardP9-1 B thanksarrow_forwardUse the subsne member to make a compieneanlyss of e comples uss shown 25kN d 3m 25KN 4 m e1.5 m 2 at 4 m = 8 marrow_forward
- find all reaction for the frame shown by The slope deflaction method B hinge Fm 2 WL² 12 3 3 find the reaction of the frame by slop deflection method A T 4arrow_forwardHi fixed end moment of member CD ? Thanksarrow_forwardWhy do you integrate y instead of A? And why it’s it between 2a-a rather than 2a-0arrow_forward
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