Problem 2/8 2/9 To satisfy design limitations it is necessary to deter- mine the effect of the 2-kN tension in the cable on the shear, tension, and bending of the fixed I-beam. For this purpose replace this force by its equivalent of two forces at A, F, parallel and F, perpendicular to the beam. Determine F, and F,.. Ans. F, 1.286 kN, F, 1.532 kN 20 2 kN 30

Problem 2/8 2/9 To satisfy design limitations it is necessary to deter- mine the effect of the 2-kN tension in the cable on the shear, tension, and bending of the fixed I-beam. For this purpose replace this force by its equivalent of two forces at A, F, parallel and F, perpendicular to the beam. Determine F, and F,.. Ans. F, 1.286 kN, F, 1.532 kN 20 2 kN 30

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter4: Coplanar Equilibrium Analysis

Section: Chapter Questions

Problem 4.155P: Assuming that P=48000lb and that it may be applied at any joint on the line FJ, determine the...

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