4. Shear and Moment Diagram:400 Ib/ftD1200 Ib ft- 4 ft-4n6ftShear EquationMoment EquationSegment ABSegment BCSegment CDPoint of Zero Shear;Value of Maximum Moment:

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Answered: Shear and Moment Diagram: 400 lb/ft…

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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1) The overhanging beam is loaded as shown in the figure. Draw the shear and bending moment diagrams and determine the maximum bending moment in the beam. A 1.00m BV 20 kN/m 2.00m 10 kN/m IC ↓↓↓D 1.00m 1.50m E श्रीक 1.00m 20 KN F
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Problem 1 The McConnell Drive bridge is a three-span continuous steel girder bridge. A photograph, looking west at the east elevation, is shown. Determine all internal member forces - axial(N), shear(V), and moment(M) - Draw a free-body diagram (you choose what side of cut) Write equations of equilibrium Solve for unknowns 14 4m 47-0" 75'-0" 47-0" Sk 8k 8k 24' 1k/ft. Sk 23'-0" 26'-0" 12.1 k 11.9 k 5k Usを作。 82 k 83.9 k Even if you didn't finish, which of the following principles would/did you use to solve this problem? a. The sum of all forces on object, part, and particle is zero. ZF =0 b. The internal shear in a bending member is the integral of the external loading and the internal moment is the integral of the shear. V = Jw-dx and M = SV-dx c. The force applied to an object is the product of its mass and acceleration. F= m-a d. The load effect caused by two or more loadings is equal to the sum of the load effects caused by each individual loading F(x1+x2) = F(x1) + F(x2) In 2-3…
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Shear and Moment Diagram: 400 lb/ft 1200 Ib · ft 6 ft Shear Equation Moment Equation t AB t BC at CD Zero Shear: