Question

7 kN/m Problem 1 [50 Pts] The structure consists of a hinged beam AB and five bars and is subjected to a distributed load as

i have 2 solution for this question but values are different which one is true or neither? please be quick I have short time.

FBD 76 42 KN F Ax Rp 391 D 2m um 3m Hege hinge Support at A & Rolles support c+ The bas AB is weightless Consider) 2. EMA 20

Consider joint D ROE 17.50 KM ROE IR sin 36.67 0 Reo Luar D -17.56 sin 36-67 RDE = -6.SO ENTO ZFx=0 17.50 6.5 36,87 - Rep =0

Ay 9m PANKAJ Pause No. А Date: 1 Tablero 5 sm 3 m 3m לא צ ex X FS EL F2 t D çamseam- calculate and то By - Σ ΜΗ AY 2) А х 12

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Answer #1

4m By A2KN Solution ARN 1,3 75m Fs first we have to Calculate Ay & By 4M. Imo ao Ay x12 - 42x9 = 0 | Ay = 31.5KN and {fy o -

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