PART II : APPLICATION OF EQUATIONS O* EQUHBRIUM(SOLYE FOR THE VALUES OF THE UNKNOON VARIABIES)PROBUEM A :P2GNEN :WiP3M = 3.42 KN . MW, = SI4H/MR = 6.25 KNP2 = 2.75 KN3 56 KH/MP3 = 3.72 KNM.BUNKNOWNS :O RAy, RByO YALUE OF SHEAR 4.om TO THE RI6HTOF supPOR A2m

Given: P1=6.25 kNP2=2.35 kNP3=3.72 kN M=3.42 kNmw1=5 kN/mw2=3.56 kN/m Draw the…

PART II : APPLICATION OF EQUATIONS of BQUHBRIUM (SOLYE FOR THE VALUES OF THE UNKNOWN VARIABUES) PROBUEM A : P2 GNEN : Wi M = 3.42 KN . M W,= SI4H/M R = 6.25 KN P2 = 2.75 KN W2 = 3 56 KN/M P3 = 3.72 KN M. B UNKNOWNS : 2 RBX O KAy, RBy O YALUE OF SHEAR 4.om TO THE RI6HT Of supPOR A 2m

PART II : APPLICATION OF EQUATIONS of BQUHBRIUM (SOLYE FOR THE VALUES OF THE UNKNOWN VARIABUES) PROBUEM A : P2 GNEN : Wi M = 3.42 KN . M W,= SI4H/M R = 6.25 KN P2 = 2.75 KN W2 = 3 56 KN/M P3 = 3.72 KN M. B UNKNOWNS : 2 RBX O KAy, RBy O YALUE OF SHEAR 4.om TO THE RI6HT Of supPOR A 2m

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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Question

PART II : APPLICATION OF EQUATIONS O* EQUHBRIUM
(SOLYE FOR THE VALUES OF THE UNKNOON VARIABIES)
PROBUEM A :
P2
GNEN :
Wi
P3
M = 3.42 KN . M
W, = SI4H/M
R = 6.25 KN
P2 = 2.75 KN
3 56 KH/M
P3 = 3.72 KN
M.
B
UNKNOWNS :
O RAy, RBy
O YALUE OF SHEAR 4.om TO THE RI6HT
OF supPOR A
2m

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