1. For the beam and loading shown, Draw the shear force and bendingmoment diagramsВACL2. For the beam and loading shown, Draw the shear and bending moment diagrams anddetermine the maximum bending moment and shear force.12 kN/m40 kNВ2 m3. For 12 m beam and loading shown, Draw the axial fore, shear force and bendingmoment diagrams.6 kN5 kN3 kN2 kN.m4503m| 4m3m2m

Hello. Since you have posted multiple questions and not specified which question needs to be solved, we will solve the first question for you. If you want any other specific question to be solved then please resubmit only that question or specify the question number.Draw the free-body diagram of the beam, Apply force equilibrium in a horizontal direction, ∑FH=0-HC=0HC=0 Apply force equilibrium in a vertical direction, ∑FV=0-ωa+VC=0VC=ωa Apply moment equilibrium about point A, ∑MA=0ωaa2-VCL+MC=0MC=VCL-ωaa2=ωaL-ωaa2MC=ωaL-a2 Calculate the shear forces at each point, sA=0sB,AB=-ωasB,BC=-ωasC,BC=-ωasC=-ωa+VC=-ωa+ωa=0 Calculate the moment at each point, MA=0MB=-ωaa2=-12ωa2MC=-ωaL-a2 Draw the shear force and bending moment diagram,

Answered: 1. For the beam and loading shown, Draw…

Engineering

Mechanical Engineering

1. For the beam and loading shown, Draw the shear force and bending moment diagrams w В A C -L-

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

draw the shear and bending moment diagrams for the beam and loading shown and determine the absolute value of the shear and bending moment
For the overhanging beam with shown loading, sketch the shear and moment diagrams. 50 kN 50 kN 30 kN/m 4. [20] A D B 12 m 4 m 4 m
For the structure shown, calculate the reactions and draw the shear and bending moment diagrams.
PROBLEM 2: For the beam loaded as shown below, a. Derive the expression for shear and moment by segment. Draw the shear and moment diagrams specifying values at all change of loading positions and at points of zero shear. (You may use additional sheets if necessary) b. 100 kN · m 150 kN 25 kN/m В 4 m- 4 m- 4 m 2 m 2 m
Q3/ Replace the loading system acts on beam shown in Fig. (3) by an equivalent system consists (Single Force & Couple at point A). 3m 30 N Fig. (3) 200 N-m
Drawing the shear and moment diagrams by the addition method for the beam and loads shown, determine the absolute maximum value of the shear force and the bending moment.
2. DETERMINE: A. REACTION AT SUPPORTS A AND C B. LOCATION OF MAXIMUM POSITIVE MOMENT C. VALUE OF MAXIMUM MOMENT D. DRAW SHEAR AND MOMENT DIAGRAM 17 KN 23 KN/m 11 KN/m A 6m 4m
Problem: For the beam shown (a) determine the internal forces at a point 1.5 m from C. (b) Construct shear (V) and moment (M) equations at segments AB and BC. (c) Draw the shear and moment diagrams of the beam.
1. Write the shear and moment equations and draw the shear and moment diagrams for the beam loaded as shown. 120 lb/ft A B 8 ft 6 ft
Q2: The initially stationary 11-kg block is subjected to the time-varying force whose magnitude P is shown in the plot. The angle remains constant. Determine the speed of the block at time 4.5 seconds 100 11 kg 30° Hk=0.30 t, s P, N
1. Determine the internal normal force, shear force, and bending moment at point C in the beam. 300 Ib/ft B -3 ft -3 ft-
2. Determine the vertical shear force and bending moment at A, B, C, D, and E. L 4 L/4 L/4 L/4 C D (a)