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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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