E=207GACROSS-SEcnONOF BEAM12kN/m4ocNPoisson'srafio:a3OKNA10. 36 KNS1-37 kN14.27KNO- Im1) FINODETERMINACYDEGREE. OF THE BEAMTHE2)IDENTIFY THEPOSITION OFTHEBEAMARISES.WHERETHEMAXIMUMBENDINGMOMENTMAXIMUNTENS ILEFROM THISPOSITION ,CALCLILATE THECOMPRESS VESTRESS , THE CURVATURE,STRESS, MAXIMLIMTENSILESTRAINANDMAXIMLIMCOMPRESSIUEMAYIMUSTRAINI.

Given data: b=0.1 m d=0.3 m E=207 GPa

Answered: E = 207GA Poisson's 12kN/m CROSS-SEcnON…

Engineering

Civil Engineering

E = 207GA Poisson's 12kN/m CROSS-SEcnON OF BEAM 4okN OKN rafio:03 C 14.27KN 10. 36KN 51-37 kN O. Im

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

Site Plan Requirements

A site plan (also known as a plot plan) is a diagram or process to show the proposed improvements on an existing property. A site plan is important, as it provides information regarding the landscape features of a given plot of land. Zoning is done or can be understood with the help of a site plan.

Question

E=207GA
CROSS-SEcnON
OF BEAM
12kN/m
4ocN
Poisson's
rafio:a3
OKN
A
10. 36 KN
S1-37 kN
14.27KN
O- Im
1) FINO
DETERMINACY
DEGREE. OF THE BEAM
THE
2)IDENTIFY THE
POSITION OF
THE
BEAM
ARISES.
WHERE
THE
MAXIMUM
BENDING
MOMENT
MAXIMUN
TENS ILE
FROM THIS
POSITION ,
CALCLILATE THE
COMPRESS VE
STRESS , THE CURVATURE,
STRESS, MAXIMLIM
TENSILE
STRAIN
AND
MAXIMLIM
COMPRESSIUE
MAYIMU
STRAINI.

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