PROBLEM 1:a. Draw the influence lines for the verticalreactions at supports B, D, and G and thereaction moment at support G of the beamshownb. Determine the maximum positive and negativeshears and the maximum positive and negativebending moments at point E due to aconcentrated live load of 160 kN, a uniformlydistributed live load of 28 kN/m, and a uniformlydistributed dead load of 14 kN/m.BDEFHingeIGHinge-3 m2 m2 in-2 m

remove the support B and give unit displacement in upward direction

Answered: a. Draw the influence lines for the…

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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Problem. Draw the influence lines of: a.) Vertical Reactions at A and D. b.) Moment Reaction at A. c.) Shear and Bending Moment at C. Provide detailed solution.
Use Müller-Breslau's principle to construct the following influence lines. Calculate and label the ordinates of the influence lines. 1) Vertical reaction force at supports A 2) Vertical reaction force at support B 3) Internal moment at location E Determine the maximum negative moments at point E due to a set of combined loading, which includes a concentrated live load of 35 kN, a uniformly distributed live load of 6 kN/m, and a uniformly distributed dead load of 15 kN/m. A 12 m B 6 m hinge 6m D E 6m-6m F
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Problem 4 The beam AB is subjected to the uniformly distributed load shown and to two unknown forces P and Q. Knowing that the bending moment is +800 Nm at D and +1300 Nm at E, (a) determine P and Q, (b) draw the shear and bending-moment diagrams for the beam. A 20 kN/m C P Q 1. 1. D E 0.3 m 0.3 m 0.3 m 0.3 m B un M' (a) Internal forces (positive shear and positive bending moment)
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