37 kN/m 5 m = 1680x10mm 155 kN Hinge B -2.5m 2.5m- 1=1260x10 mm E = constant = 205 GPa
37 kN/m 5 m = 1680x10mm 155 kN Hinge B -2.5m 2.5m- 1=1260x10 mm E = constant = 205 GPa
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Subject: Structural Theory
Topic: Area-Moment Method
Determine the slopes and deflection at points B and D of the beam shown.
Draw the diagram and handwritten solutions.
Transcribed Image Text:37 kN/m
5 m
= 1680x10mm
155 kN
Hinge
B
-2.5m 2.5m-
1=1260x10 mm
E = constant = 205 GPa
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