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2P SP w = 90 kN/m A Given: P- 350 kN a= 1 m b= 2m moment roller support = -2000 kN-M Find:. Draw the refer ence line at the left most part of the be am ond deter mine the sum of all posi fi ve areas Of moment diagrum 2) Draw the lost reference line at the left most part of the beam and defer mi ne the all negative areas of moment diagram.

2P SP w = 90 kN/m A Given: P- 350 kN a= 1 m b= 2m moment roller support = -2000 kN-M Find:. Draw the refer ence line at the left most part of the be am ond deter mine the sum of all posi fi ve areas Of moment diagrum 2) Draw the lost reference line at the left most part of the beam and defer mi ne the all negative areas of moment diagram.

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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2P 5P W= 90 kN/m A Given: P- 350 kN a= 1m b= 2m moment roller support - 2000 kN-M Find. ) Draw the refer ence line at the left most part of the beam ond deter mine the sum of all posi fi ve areas Of moment diagrum 2) Draw the l reference line at the left most part of the beam and defer mine the all negative areas of moment diagram.
Transcribed Image Text:2P 5P W= 90 kN/m A Given: P- 350 kN a= 1m b= 2m moment roller support - 2000 kN-M Find. ) Draw the refer ence line at the left most part of the beam ond deter mine the sum of all posi fi ve areas Of moment diagrum 2) Draw the l reference line at the left most part of the beam and defer mine the all negative areas of moment diagram.
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