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Determine the shear force and bending moment equation throughout the beam as a function of x. This means that you need to giv
A19 IH APPENDIX C Properties of Rolled-Steel Shapes (SI Units) Continued from page A18 W Shapes (Wide Flange Shapes) Flange A
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sign Conventions For shear force tve -re - For Bending Moment G Ç Sagging Hogging tre -ve3 kN/m 4m 2m my Bx By Ay I KN + 5KN Shear force Diagram 4 kN.m Mmax =4.1667 KN.m second order Parabola Bending Moment Diagram{ Fac = O Bac -0 KN EM @ A=0 3x2 - 6 By 5x2 x(4+1)] By 5 kN T EFY Ay + By = (3x2) = I KNT Shear force Determination V x I-1 +

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