The rigid bar is supported by the pin-connected rod CB that has a cross-sectional area of 500 mm2 and is made of A-36 steel. A horizontal bar 'A' B of length 4 meters is pin connected to the wall at its left end 'A' and to rod B C at its right end B. The rod extends from B upward and leftward and is pin connected to the wall at C, 3 meters above 'A'. The bar is subjected to a vertical downward distributed load with a magnitude linearly decreasing from 45 kilonewtons per meter at 'A' to 0 at B. Part ADetermine the vertical displacement of the bar at B when the load is applied.

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter2: Axially Loaded Members
Section: Chapter Questions
Problem 2.2.1P: A 10-ft rigid bar AB is supported with a vertical translational spring at A and a pin at B. The bar...
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The rigid bar is supported by the pin - connected rod CB that has a cross-sectional area of 500
mm2 and is made of A-36 steel. A horizontal bar 'A' B of length 4 meters is pin connected to the
wall at its left end 'A' and to rod B C at its right end B. The rod extends from B upward and
leftward and is pin connected to the wall at C, 3 meters above 'A'. The bar is subjected to a
vertical downward distributed load with a magnitude linearly decreasing from 45 kilonewtons per
meter at 'A' to 0 at B. Part ADetermine the vertical displacement of the bar at B when the load is
applied.
Transcribed Image Text:The rigid bar is supported by the pin - connected rod CB that has a cross-sectional area of 500 mm2 and is made of A-36 steel. A horizontal bar 'A' B of length 4 meters is pin connected to the wall at its left end 'A' and to rod B C at its right end B. The rod extends from B upward and leftward and is pin connected to the wall at C, 3 meters above 'A'. The bar is subjected to a vertical downward distributed load with a magnitude linearly decreasing from 45 kilonewtons per meter at 'A' to 0 at B. Part ADetermine the vertical displacement of the bar at B when the load is applied.
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