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Exercise 1: Find the deflection at the point load and the slopes at the ends for the steel shaft which is simply supported at the bearing A and B as shown in Fig.1. Calculate the following: a. Deflection at the point load b. Slope at the ends 4- 1.25 x 10 mm 3000 N I4x 10 mm IXB 150 mm 75 mm 125 mm Fig-)

Exercise 1: Find the deflection at the point load and the slopes at the ends for the steel shaft which is simply supported at the bearing A and B as shown in Fig.1. Calculate the following: a. Deflection at the point load b. Slope at the ends 4- 1.25 x 10 mm 3000 N I4x 10 mm IXB 150 mm 75 mm 125 mm Fig-)

Structural Analysis
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 1 : Find the deflection at the point load and the slopes at the ends for the steel shaft which is simply supported at the bearing A and B as shown in Fig.1. Calculate the following: a. Deflection at the point load b. Slope at the ends - 1.25 x 10 mm 3000 N I2= 4x 10 mm B 150 mm 75 mm /- 125 mm Fig-() Take E-200 GPa. Given: Young's modulus, E = 200 GPa - 200 x 10 Pa (or) 200 x 10 N/m2 E - 200 x 10 N/m2 = 2x 10 N/mm2 Moment of inertin, Element i and 2, I, = 1.25 x 105 mm4 Element 3, 1, - 4 x 10 mm 3000 N my. : m2, 2 dyn. Fiy 150 mm da Fay d,3 Fay dye, Fay 125 mm t75 mm Fig. (i). For ciement 1, length L, = 150 mm For element 2, length L, - 75 mm For element 3, length L, = 125 mm Point load at node 2, F, =' 3000 N Fig.1
Transcribed Image Text:Exercise 1 : Find the deflection at the point load and the slopes at the ends for the steel shaft which is simply supported at the bearing A and B as shown in Fig.1. Calculate the following: a. Deflection at the point load b. Slope at the ends - 1.25 x 10 mm 3000 N I2= 4x 10 mm B 150 mm 75 mm /- 125 mm Fig-() Take E-200 GPa. Given: Young's modulus, E = 200 GPa - 200 x 10 Pa (or) 200 x 10 N/m2 E - 200 x 10 N/m2 = 2x 10 N/mm2 Moment of inertin, Element i and 2, I, = 1.25 x 105 mm4 Element 3, 1, - 4 x 10 mm 3000 N my. : m2, 2 dyn. Fiy 150 mm da Fay d,3 Fay dye, Fay 125 mm t75 mm Fig. (i). For ciement 1, length L, = 150 mm For element 2, length L, - 75 mm For element 3, length L, = 125 mm Point load at node 2, F, =' 3000 N Fig.1
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