For the beams shown, determine the values of the slopes and deflections indicated. 5.4 Oc and Ag. 2 kN/m B E = 200,000 MPa A I - 15 x 106 mm4 3m 4m Fig.P15.4

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Chapter2: Loads On Structures
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Note: Castiliagno's theorem method only.  Thank you. 

ANSWERS ARE PROVIDED. PLEASE FOLLOW INSTRUCTIONS. SOLVE THE GIVEN QUESTION IN CASTIGLIANO'S THEOREM METHOD ONLY.
For the beams shown, determine the values of the slopes and deflections
indicated.
5.4 ec and Ap.
2 kN/m
B.
E = 200,000 MPa
I = 15 x 106 mm4
3m
4m
Fig.P15.4
ANSWER: 0,= 0.364 DEGREES, AR = 12.19 mm
Transcribed Image Text:ANSWERS ARE PROVIDED. PLEASE FOLLOW INSTRUCTIONS. SOLVE THE GIVEN QUESTION IN CASTIGLIANO'S THEOREM METHOD ONLY. For the beams shown, determine the values of the slopes and deflections indicated. 5.4 ec and Ap. 2 kN/m B. E = 200,000 MPa I = 15 x 106 mm4 3m 4m Fig.P15.4 ANSWER: 0,= 0.364 DEGREES, AR = 12.19 mm
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