Given Beam with FBD for Reactions 50 kN 2m 3m Solution for solving reactions 20 kN/m 5m Draw the moment diagram by parts (Ref. point right support) Solutions: Draw the elastic curve and the corresponding tangent deviations

15.5 PLUS This wood flume has a slope of 0.0019. What will be the discharge of water in it for a depth of 1 m? The wood is planed. 1 m 45° 45° PROBLEM 15.5

Draw the shear force and bending moment diagrams of the beam whose span and loading condition are given in the figure. Calculate the section rotation (OA) at point A and the vertical displacement (Yc) at point C using the moment are theorem in mm. (EI = 50000 kN.m2) P=3kN L1=4m L2=1.3m A EI L1 (m) B * 2EI L2 (m) C P (KN)

Upvote will be given. Please write the solutions legibly. Solve in 2 decimal places. 10 KN 10 KN 25 KN/m 20 KN/m 1m Im B Tm C Tm D 1 E 15 m FIGURE 1 A. What is the maximum internal shear force of the beam in FIGURE 1? B. What is the maximum internal bending moment of the beam in FIGURE 1?