Determine the reactions and moments using
Slope-deflection method and draw V, M diagram
3I TUATION 3.B 88 KN/m 5/ KN 41 KN/m 21-5 mD6m E 2I 5I SLOPE-DEFLECTON METHOD : DETERMINE THE REACTIONS AND MOMENTS,AND-、 DRAW-THE-SHEAR-AND-MOMENT DIAG RAM SO LUTİON
Problem 3 Draw the moment diagram for the beam using the method of superposition. 20 kN 4 kN/m 80 kN m 8 m
Problem 2 4 kN/m 50 kN m Draw the shear and the moment diagram using the mathematical method. BI 4 m 6 m
Determine the reactions and moments using Moment
distribution method and draw V, M diagram
SITUATION 니, C 28 KN HI KN 58 K/ 2I NT刀 MOMENT DIS TRIBU TION METHOD : Eminimum 3 cycle) DETERMINE THE REACTIONS AND MOMENTS, AND DRAW SHEAR AND MOMENT DIAGRAM SOLUTION
Determine the reactions and moments using
Slope-deflection method and draw V, M diagram
SITDATION 1.B 38 KN/m 58KN/m 2 SLOPE-DEFLECTION METHOD: DETERMINE THE REACTIONS AND MOMENTS. AND DRAW SHEAR AND MOMENT DIAGRAM
Determine the reactions and moments using
Slope-deflection method and draw V, M diagram
SITUATION 너-B 28 KN y1KH 38 KN/m 1.5T 2/KN-n 1m, 2m SLOPE- DEFLECTION METHOD: DETERMINE THE REACTIONS AND MOMENTS, AND DRAW SHEAR AND MOMENT DIAGRAM SOLUTION
Problem 05.011- Using a free body diagram, draw V and M diagrams and determine maximum values of V and M Consider the given beam and loading where Pa 4 kN 450 N-m 300 mm 300 mm 200 mm References eBook & Resources Problem 05 ofn Using a free bödy diegram. draw V D ond Mdiagiroms ondi geocimine am volues of Section Break
Only question 3-3, draw a
FBD
3-1* to 3-4 Sketch a free-body diagram of each element in the figure. Compute the magnitude and direction of each force using an algebraic or vector method, as specified. 100 lbf 100 lbf 12 in 10 in 6 in 12 in 10 in 10 in 10 in- Problem 3-1 Problem 3-2 F-400 N 30° F=0.8 KN -0.9 m IE Problem 3-3 Problem 3-4
Problem 01: Solve the LP problem using the graphic method Max Z = 30x1 + 50x2 St. 10x1 + 15x2 < 150 3x1 + 5x2 < 40 X1 2 3 X2 2 2 X1, X2 0
Determine the reactions and moments using
Slope-deflection method and draw V, M diagram
SITUATION 2.B 68-8 KNIm 51.8 KN/m 1.5I 2.5I SLOPE-DEFLECTION METHOD SoLy TiON rieN