1. The beam shown below is to be subjected to carry a 24 kN/m dead load, 27 kN/m live load and aseries of wheel loads shown.„HingeHingeE125 kN 100 kN50 kND-2m–3 m-4 m-4 m -- 6 m·- 6 m-3 m---3 m-a. Draw the influence line of the shear at D and determine the maximum positive and negativeshear at D.b. Draw the influence line of the moment at D and determine the maximum positive and negativemoment D.

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The beam shown below is to be subjected to carry a 24 KN/m dead load, 27 KN/m live load and a series of wheel loads shown. Hinge E „Hinge 125 kN 100 kN 50 kN -2m3 m- – 4 m 4 m - 6 m - -6 m -3 m –-3 m Draw the influence line of the shear at D and determine the maximum positive and negative shear at D. b. Draw the influence line of the moment at D and determine the maximum positive and negative

The beam shown below is to be subjected to carry a 24 KN/m dead load, 27 KN/m live load and a series of wheel loads shown. Hinge E „Hinge 125 kN 100 kN 50 kN -2m3 m- – 4 m 4 m - 6 m - -6 m -3 m –-3 m Draw the influence line of the shear at D and determine the maximum positive and negative shear at D. b. Draw the influence line of the moment at D and determine the maximum positive and negative

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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