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CMCE 1215 Steel Framing Plan - Shear and Bending Moment Diagrams and show the reaction fLoad Diagram w1 = 7.0 kips/ft (down) P1 = 3.5

CMCE 1215

Steel Framing Plan - Shear and Bending Moment Diagrams and show the reaction

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\fLoad Diagram w1 = 7.0 kips/ft (down) P1 = 3.5 kips (down) By P2 = 3.5 kips (down) 2.07 kips (up) 6 91.93 kips (up) BEAM F3 Wy V V A B X ( It ) Load Diagram Wy = 3.5 kips / ft ( down ) AV = 14. 00 kips ( up ) P 1 = 3.5 Kips ( down) Moment A = 26. 25 kip - It ( COW )

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