Show you complete solution. Beam AZ is subjected to a loading condition as shown on the figure. Find:a) The shear and moment equation for each segment of Beam AZ, b) Theshear and moment diagram of Beam AZ, c) The position of zero shearand the maximum moment of Beam AZ.100 kN50 kN/m150 kN4m20 kN/m1mY3m8m1m3m

We will treat this beam as two beams upper and lower beam We will find the reaction from upper beam…

Answered: Beam AZ is subjected to a loading…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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The 21m long beam is subjected to the forces and moments shown in the attached image. Find the internal normal force (N), internal shear (V) and internal moment (M) at points A and B.
Draw shear force diagram and bending moment diagrams
THE OVERHANGING BEAM IN THE FIGURE CARRIES A TRIANGULAR LOADING, THE INTENSITY OF WHICH VARIES FROM O TO 10 KN/M, AN UNKNOWN CONCENTRATED LOADING P, AND AN UNKNOWN UNIFORMLY DISTRIBUTED LOADING W. KNOWING THAT IT HAS BEEN EXPERIMENTALLY DETERMINED THAT THE BENDING MOMENT IS +128/9 KN-M AT C AND +172/9 KN-M AT D. (A) DETERMINE THE VALUES OF P (IN KN) ANDW (IN KN/M), (B) DRAW THE SHEAR AND BENDING-MOMENT DIAGRAMS. (c) DETERMINE THE LOCATION OF ZERO SHEAR FROM POINT A AND THE MAGNITUDE OF MAXIMUM MOMENT. NEGLECT THE WEIGHT OF THE BEAM. HINT: THE LOCATION OF ZERO SHEAR IS ALSO WHERE M-MAX OCCURS. P 10 kN/m W C E A 2 m 2 m 2 m 2 m
In the simply supported beam loaded and supported as shown, draw completely the shear and bending moment using shear and moment equations Problem 1. R₁ 300N/m 10m 5m 600N 5m R₂
110% Problem 2: For the step pulley shown, solve for the resultant of the non-concurrent forces applied on it. 2875N 1000N 300 40cm 25cm 5000N :-
THE OVERHANGING BEAM IN THE FIGURE CARRIES A TRIANGULAR LOADING, THE INTENSITY OF WHICH VARIES FROM 0 TO 10 KN/M, AN UNKNOWN CONCENTRATED LOADING P, AND AN UNKNOWN UNIFORMLY DISTRIBUTED LOADING W. KNOWING THAT IT HAS BEEN EXPERIMENTALLY DETERMINED THAT THE BENDING MOMENT IS +128/9 KN-M AT C AND +172/9 KN-M AT D. (A) DETERMINE THE VALUES OF P (IN KN) AND W (IN KN/M), (B) DRAW THE SHEAR AND BENDING-MOMENT DIAGRAMS. (C) DETERMINE THE LOCATION OF ZERO SHEAR FROM POINT A AND THE MAGNITUDE OF MAXIMUM MOMENT. NEGLECT THE WEIGHT OF THE BEAM. HINT: THE LOCATION OF ZERO SHEAR IS ALSO WHERE M-MAX OCCURS. \ 10 kN/m W A E B 2 m C D 2 m 2 m 2 m
2. For the beam loaded as shown, (a) draw completely the shear and moment diagrams conventionally (b) locate the point of maximum deflection and (c) compute the deflection at 2.10 m from the extreme left. The modulus of elasticity is 200,000 MPa while the centroidal moment of inertia is 709 (106) mm¹. 73 KN/m 0.9 m 1.2 m 9 KN 30.02 KN m 1.8 m 9 KN 17.50 KN/m 1.2 m 7.3 KN/m 0.9 m
2. For the beam loaded as shown, (a) draw completely the shear and moment diagrams conventionally (b) locate the point of maximum deflection and (c) compute the deflection at 2.10 m from the extreme left. The modulus of elasticity is 200,000 MPa while the centroidal moment of inertia is 709 (106) mm². 7-3 KN/m 0.9 m 1.2 m 9 KN 10.22 KN/m 1.8 m 9 KN 17.52 KN/m 1.2 m 7.3 KN/m 0.9 m
1.) Determine shear and moment equations of the beam shown. Neglect horizontal reactions since there are no axial forces. Summarize the equations solved. Example: Section 1: V1: M1: Hinge 60 kN/m -30 kN/m 60 kN A 8 m BA 2 m 1 m C 3 m AD
400((2)-27512) ly = 2.735 cm above O =D412.765N.cm %3D Learning Activities: Problem 1: For the concurrent force system shown below, determine the values of S and T needed to maintain equilibrium. Y. 300 300N 450 600 200N Problem 2: For the step pulley shown, solve for the resultant of the non-concurrent forces o search 23 W *****
Help me pls solution
8 What is moment value (kNmn) at support B? 5 kN/m %24 4m

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Beam AZ is subjected to a loading condition as shown on the figure. Find: a) The shear and moment equation for each segment of Beam AZ, b) The shear and moment diagram of Beam AZ, c) The position of zero shear and the maximum moment of Beam AZ.