155 kN 37 kN/m Hinge 5 m- -2.5 m -2.5 m- I-1680x10mm I-1260x10mm E constant 205 GPa
155 kN 37 kN/m Hinge 5 m- -2.5 m -2.5 m- I-1680x10mm I-1260x10mm E constant 205 GPa
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Subject: Structural Theory
Topic: Conjugate Method
Determine the slopes and deflections at points B and D of the beam shown. Show handwritten solutions, box the final answer.

Transcribed Image Text:155 kN
37 kN/m
Hinge
5 m-
-2.5 m
-2.5 m-
I-1680x10mm
I-1260x10mm
E constant 205 GPa
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