Topic: Double Integration MethodDraw diagram and handwritten solutions. E = 200 GPa, I = 10 x 10^6 mm4 DETERMINE THE DEFLECTION AT C AND D, SLOPEAT A, AND MAXIMUM DEFLECTIONA750 N-mC6°3m*1.5m200 N*15m*150B2m2mK

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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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Topic: Double Integration Method Draw diagram and handwritten solutions. E = 200 GPa, I = 10 x 10^6 mm4

DETERMINE THE DEFLECTION AT C AND D, SLOPE
AT A, AND MAXIMUM DEFLECTION
A
750 N-m
C
6°
3m
*
1.5m
200 N
*
15m
*
150
B
2m
2m
K

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DETERMINE THE DEFLECTION AT C AND D, SLOPE AT A, AND MAXIMUM DEFLECTION A 750 N-m C 6° 3m * 1.5m 200 N * 15m * 150 B 2m 2m K