Use McCaulay Method PROBLEM 9.16Knowing that beam AE is an S200 x 27.4 rolled shape and thatP= 17.5 kN, L = 2.5 m, a = 0.8 m and E = 200 GPa, determineBCD-ロ-ロート(a) the equation of the elastic curve for portion BD, (b) the deflection atthe center C of the beam.L/2

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PROBLEM 9.16 Knowing that beam AE is an S200 x 27.4 rolled shape and that C D P= 17.5 kN, L = 2.5 m, a = 0.8 m and E = 200 GPa, determine (a) the equation of the elastic curve for portion BD, (b) the deflection at the center C of the beam. L/2

PROBLEM 9.16 Knowing that beam AE is an S200 x 27.4 rolled shape and that C D P= 17.5 kN, L = 2.5 m, a = 0.8 m and E = 200 GPa, determine (a) the equation of the elastic curve for portion BD, (b) the deflection at the center C of the beam. L/2

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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Question

Use McCaulay Method

PROBLEM 9.16
Knowing that beam AE is an S200 x 27.4 rolled shape and that
P= 17.5 kN, L = 2.5 m, a = 0.8 m and E = 200 GPa, determine
B
C
D
-ロ
-ロート
(a) the equation of the elastic curve for portion BD, (b) the deflection at
the center C of the beam.
L/2

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