UNING DOUBLEim22 kN/m2mEINTEGRATIONE = 10-8 GPaև41 - 8328x10 mm"2-5m1.3mMETHOD, FIND BE, YE and the absolute max bending momentBJ KN↓1-7m

Given: E = 10.5 GPa I = 8325 x 106 mm4 To find: Slope and deflection at E (x = 1 m from A) Absolute…

Answered: UVING DOUBLE E = 10-4 GPa 1 - im 22…

UVING DOUBLE E = 10-4 GPa 1 - im 22 kN/m ↓ ↓ ↓ ↓ ↓ 2m 4 83 28x10 m E 4 mm INTEGRATION 2.5m 1.3m METHOD, FIND BE, YE and the absolute max bending moment BORN ↓ 1-7m D

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

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.

Question

UNING DOUBLE
im
22 kN/m
2m
E
INTEGRATION
E = 10-8 GPa
և
4
1 - 8328x10 mm"
2-5m
1.3m
METHOD, FIND BE, YE and the absolute max bending moment
BJ KN
↓
1-7m

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