A w kN/m BI CI £1m- Lm- L m- £1m-

Fundamentals Of Construction Estimating
4th Edition
ISBN:9781337399395
Author:Pratt, David J.
Publisher:Pratt, David J.
Chapter9: Pricing Construction Equipment
Section: Chapter Questions
Problem 6RQ
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Calculate the BMs (bending moments) at all the joints of the beam shown in Fig.1 using the slope deflection method, draw the resulting shear force diagran and bending moment diagram.

The beam is subjected to an UDL of w=65m. L=4.5m, L1= 1.8m.  Assume the support at C is pinned, and A and B are roller supports.  E = 200 GPa, I = 250x106 mm4. 

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w kN/m
BI
CI
£1m-
Lm-
L m-
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Transcribed Image Text:A w kN/m BI CI £1m- Lm- L m- £1m-
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