3. DETERMINE THE MAXIMUM POSITIVE SHEAR DEVELOPED AT 0.4L FROM THE LEFT OF THE 6-m SIMPLY SUPPORTED BEAM DUE TO THE SERIES OF CONCENTRATED LOADS FROM THE WHEELS OF THE TRUCK. USE THE CHANGE IN SHEAR EQUATION. (30 PTS) 6111 18 kN 40.5 kN 67.5 kN 45 kN C -1.8 m 1.8 m

3. DETERMINE THE MAXIMUM POSITIVE SHEAR DEVELOPED AT 0.4L FROM THE LEFT OF THE 6-m SIMPLY SUPPORTED BEAM DUE TO THE SERIES OF CONCENTRATED LOADS FROM THE WHEELS OF THE TRUCK. USE THE CHANGE IN SHEAR EQUATION. (30 PTS) 6111 18 kN 40.5 kN 67.5 kN 45 kN C -1.8 m 1.8 m

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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3. DETERMINE THE MAXIMUM POSITIVE SHEAR DEVELOPED
AT 0.4L FROM THE LEFT OF THE 6-m SIMPLY SUPPORTED
BEAM DUE TO THE SERIES OF CONCENTRATED LOADS FROM
THE WHEELS OF THE TRUCK. USE THE CHANGE IN SHEAR
EQUATION. (30 PTS)
6111
18 kN 40.5 kN
67.5 kN
45 kN
C
-1.8 m
1.8 m

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