1. Determine the End Moments of the Beam Shown. Use the Three Moment Equation. E= 205 GPa, 1AB.CD 150x10 mm, Isc= 200x10 mm. Distance are in meters. Show complete Solu There is a support settlement of 5 mm downward at C %3! 15 kN/m 5 kN 12 kN/m 8 kN 1.5m AO BO D.

1. Determine the End Moments of the Beam Shown. Use the Three Moment Equation. E= 205 GPa, 1AB.CD 150x10 mm, Isc= 200x10 mm. Distance are in meters. Show complete Solu There is a support settlement of 5 mm downward at C %3! 15 kN/m 5 kN 12 kN/m 8 kN 1.5m AO BO D.

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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Question

1. Determine the End Moments of the Beam Shown. Use the Three Moment Equation.
E = 205 GPa, IA.CD 150x10 mm, Isc = 200x10 mm. Distance are in meters. Show complete Solutions.
There is a support settlement of 5 mm downward at C
15 kN/m
5 kN
12 kN/m
8 kN
1.5m
AO
BO
CO
D.
3

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