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An indeterminate beam carries a trapezoidal load as shown in the figure. Using Moment Distribution Method (up to 4th distribution), solve the following: Let w = 160kN/m (NOTE: Put a negative sign if the moment is CCW otherwise don't put any sign at all. Don't also put any units. Express ALL YOUR FINAL ANSWERS to at least 5decimal places) 11w Solve the Moment at span BC. Solve the Moment at span CB. Solve the Moment at span CD. Solve the Moment at span DC. Solve the Moment at span AB.

An indeterminate beam carries a trapezoidal load as shown in the figure. Using Moment Distribution Method (up to 4th distribution), solve the following: Let w = 160kN/m (NOTE: Put a negative sign if the moment is CCW otherwise don't put any sign at all. Don't also put any units. Express ALL YOUR FINAL ANSWERS to at least 5decimal places) 11w Solve the Moment at span BC. Solve the Moment at span CB. Solve the Moment at span CD. Solve the Moment at span DC. Solve the Moment at span AB.

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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An indeterminate beam carries a trapezoidal load as shown in the figure. Using Moment Distribution Method (up to 4th distribution), solve the following: Let w = 160KN/m (NOTE: Put a negative sign if the moment is CCW otherwise don't put any sign at all. Don't also put any units. Express ALL YOUR FINAL ANSWERS to at least 5decimal places) 11w 4m Sm Solve the Moment at span BC. Solve the Moment at span CB. Solve the Moment at span CD. Solve the Moment at span DC. Solve the Moment at span AB. III () ()
Transcribed Image Text:An indeterminate beam carries a trapezoidal load as shown in the figure. Using Moment Distribution Method (up to 4th distribution), solve the following: Let w = 160KN/m (NOTE: Put a negative sign if the moment is CCW otherwise don't put any sign at all. Don't also put any units. Express ALL YOUR FINAL ANSWERS to at least 5decimal places) 11w 4m Sm Solve the Moment at span BC. Solve the Moment at span CB. Solve the Moment at span CD. Solve the Moment at span DC. Solve the Moment at span AB. III () ()
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