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

9-6 Find the deflection at point C for the beam. The loads F₂=9kN, q=15kN/m; and the moment of inertia of the cross section I=1660 cm¹; h=18 cm; the elastic modulus E=2.1 X 10 MPa. Fp D AT TATT 0.9 m 1.5 m C 水 OB THAT. 1.5 m m

9-6 Find the deflection at point C for the beam. The loads F₂=9kN, q=15kN/m; and the moment of inertia of the cross section I=1660 cm¹; h=18 cm; the elastic modulus E=2.1 X 10 MPa. Fp D AT TATT 0.9 m 1.5 m C 水 OB THAT. 1.5 m m

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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Concept explainers

Finite Elements for Heat Transfer Problems

Finite element analysis (FEA) is a simulating process of the manner and assembly of an object under obtained conditions. It is used for assessing the finite element method (FEM) which includes one or more solution algorithms. General problem areas of interest are structures, heat transfer, the flow of fluid, transport, and some boundary value problems.

Question

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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