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Civil Engineering
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
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
Transcribed Image Text: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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