A cantilever beam shown in Figure B2 is applied with point load of 10KN and point moment of 7KNm. By using Macaulay method: Sebuah rasuk terjulur dikenakan beban tumpu 10KN dan moment lentur 7KNm seperti yang ditunjukkan dalam Rajah B2. Dengan menggunakan kaedah Macaulay: i) Derive the moment equation for the beam

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A cantilever beam shown in Figure B2 is applied with point load of 10KN and point
moment of 7KNm. By using Macaulay method:
Sebuah rasuk terjulur dikenakan beban tumpu 10KN dan moment lentur 7KNm
seperti yang ditunjukkan dalam Rajah B2. Dengan menggunakan kaedah Macaulay:
i) Derive the moment equation for the beam
 Terbitkan persamaan momen bagi rasuk

10KN
7KNM
C
区
3m
B
2.5m
2m
2.5m
Transcribed Image Text:10KN 7KNM C 区 3m B 2.5m 2m 2.5m
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