Find the deflection at point C for the beam. The loads F,=9kN, 9=15kN/m; and the moment of inertia of the cross section I=1660 cm^4; h=18 cm; the elastic modulusE=2.1 X10^5MPa. 9-6 Find the deflection at point C for the beam. The loads Fp=9kN, q=15kN/m; andthe moment of inertia of the cross section I=1660 cm; h=18 cm; the elastic modulusE=2.1 X 10 MPa.FpDA0.9 m1.5 mmC1.5 mOB

FBD: Fp=9 kN q=15 kN/m I=1660 cm4 E=2.1×105 MPa

Answered: 9-6 Find the deflection at point C for…

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.9P

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Find the deflection at point C for the beam. The loads F,=9kN, 9=15kN/m; and the moment of inertia of the cross section I=1660 cm^4; h=18 cm; the elastic modulus

E=2.1 X10^5MPa.

9-6 Find the deflection at point C for the beam. The loads Fp=9kN, q=15kN/m; and
the moment of inertia of the cross section I=1660 cm; h=18 cm; the elastic modulus
E=2.1 X 10 MPa.
Fp
D
A
0.9 m
1.5 m
m
C
1.5 m
OB

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