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concentrated load, triangular load and uniformly distributed load as shown in the figure. Using Area Moment Method, Solve the following unknowns.

concentrated load, triangular load and uniformly distributed load as shown in the figure. Using Area Moment Method, Solve the following unknowns.

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 B If the moment at the roller support is equal to -2010kN-m, determine the value of "P". Draw your reference line at the leftmost part of the beam and determine the sum of all positive areas of moment diagrams. (Note: don't put units) Draw your reference line at the leftmost part of the beam and determine the sum of all negative areas of moment diagrams. (Note: don't put units)
Transcribed Image Text:2P 5P B If the moment at the roller support is equal to -2010kN-m, determine the value of "P". Draw your reference line at the leftmost part of the beam and determine the sum of all positive areas of moment diagrams. (Note: don't put units) Draw your reference line at the leftmost part of the beam and determine the sum of all negative areas of moment diagrams. (Note: don't put units)
An overnan concentrated load, triangular load and uniformly distributed load as shown in the figure. Using Area Moment Method, Solve the following unknowns. Let w = 122KN/m, a = 1.2m, b = 4m. NOTE: WRONG SIGN IS WRONG. WRONG UNITS IS WRONG. 2P 5P B If the moment at the roller support is equal to -2010KN-m, determine the value of "P". Draw your reference line at the leftm part of the beam and determine the of all positive areas of moment diagrams. (Note: don't put units) II
Transcribed Image Text:An overnan concentrated load, triangular load and uniformly distributed load as shown in the figure. Using Area Moment Method, Solve the following unknowns. Let w = 122KN/m, a = 1.2m, b = 4m. NOTE: WRONG SIGN IS WRONG. WRONG UNITS IS WRONG. 2P 5P B If the moment at the roller support is equal to -2010KN-m, determine the value of "P". Draw your reference line at the leftm part of the beam and determine the of all positive areas of moment diagrams. (Note: don't put units) II
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