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Delete Insert Backspace Ohio Valley Student Conference The. University Akron Reference Engineer 3,2KN 3.2 KN Date a= 75 cmx_! M30.75m 100cM D€EMA=0=3.2KNCO.75M)+3.2KN (3,25 m) F0.75M 2.5 D. # Dy=3.2KN =0=-3.2RN-3.2KN +3,2KN+Ay Чт py +E fy (KN)? 3. FAy=3.2KN (KN-m) м -3.2 2.4

Delete Insert Backspace Ohio Valley Student Conference The. University Akron Reference Engineer 3,2KN 3.2 KN Date a= 75 cmx_! M30.75m 100cM D€EMA=0=3.2KNCO.75M)+3.2KN (3,25 m) F0.75M 2.5 D. # Dy=3.2KN =0=-3.2RN-3.2KN +3,2KN+Ay Чт py +E fy (KN)? 3. FAy=3.2KN (KN-m) м -3.2 2.4

Structural Analysis
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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Is my moment diagram is right? I forgot how to draw moment diagram when the shear is zero.

Delete Insert Backspace Ohio Valley Student Conference The. University Akron Reference Engineer 3,2KN 3.2 KN Date a= 75 cmx_! M30.75m 100cM D€EMA=0=3.2KNCO.75M)+3.2KN (3,25 m) F0.75M 2.5 D. # Dy=3.2KN =0=-3.2RN-3.2KN +3,2KN+Ay Чт py +E fy (KN)? 3. FAy=3.2KN (KN-m) м -3.2 2.4
Transcribed Image Text:Delete Insert Backspace Ohio Valley Student Conference The. University Akron Reference Engineer 3,2KN 3.2 KN Date a= 75 cmx_! M30.75m 100cM D€EMA=0=3.2KNCO.75M)+3.2KN (3,25 m) F0.75M 2.5 D. # Dy=3.2KN =0=-3.2RN-3.2KN +3,2KN+Ay Чт py +E fy (KN)? 3. FAy=3.2KN (KN-m) м -3.2 2.4
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