1. Determine the End Moments of the Beam Shown. Use the Three Moment Equation. E= 205 GPa, A.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 BO 2

1. Determine the End Moments of the Beam Shown. Use the Three Moment Equation. E= 205 GPa, A.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 BO 2

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

Having trouble solving the beam shown. Please help me solve it using Three Moment Equation as stated in the problem. Thank you very much for your help

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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