2. Shear Equation Moment Equation Segment AB Segment BC Segment CD Segment DE Point of Zero Shear: Value of Maximum Moment: Shear and Moment Diagram: | 1200 lb 600 Ib/ft 4000 lb/ft B A |E D. 2 ft 2 ft...


For the beam shown, derive the expressions for V and M, and draw the shear force and

bending moment diagrams. Neglect the weight of the beam.


2.<br>Shear Equation<br>Moment Equation<br>Segment AB<br>Segment BC<br>Segment CD<br>Segment DE<br>Point of Zero Shear:<br>Value of Maximum Moment:<br>Shear and Moment Diagram:<br>| 1200 lb<br>600 Ib/ft<br>4000 lb/ft<br>B<br>A<br>|E<br>D.<br>2 ft<br>2 ft 2 ft<br>6 ft<br>SITY<br>ATVS<br>

Extracted text: 2. Shear Equation Moment Equation Segment AB Segment BC Segment CD Segment DE Point of Zero Shear: Value of Maximum Moment: Shear and Moment Diagram: | 1200 lb 600 Ib/ft 4000 lb/ft B A |E D. 2 ft 2 ft 2 ft 6 ft SITY ATVS

Jun 10, 2022
SOLUTION.PDF
SOLUTION.PDF

Get Answer To This Question

Related Questions & Answers