Topic 10: Beam Deflection — Appendix (Superposition Method)

0.0(0)
studied byStudied by 0 people
0.0(0)
full-widthCall Kai
learnLearn
examPractice Test
spaced repetitionSpaced Repetition
heart puzzleMatch
flashcardsFlashcards
GameKnowt Play
Card Sorting

1/6

encourage image

There's no tags or description

Looks like no tags are added yet.

Study Analytics
Name
Mastery
Learn
Test
Matching
Spaced

No study sessions yet.

7 Terms

1
New cards
<p>canteliever beams- Point load P at free end </p>

canteliever beams- Point load P at free end

max deflection

<p>max deflection</p>
2
New cards
<p>cantilever beams- uniform load <span style="font-family: KaTeX_Main, &quot;Times New Roman&quot;, serif; line-height: 1.2; font-size: 1.21em;"><strong><em><span>w</span></em></strong></span></p>

cantilever beams- uniform load w

max deflection

<p>max deflection</p>
3
New cards

simply supported beams- point load at center (two-region formula in table)

Max deflection

<p>Max deflection</p>
4
New cards
<p>simply supported beams- Uniform load&nbsp;<span><strong><em><span>w</span></em></strong></span></p>

simply supported beams- Uniform load w

max deflection

<p>max deflection</p>
5
New cards
<p><strong>Superposition Principle</strong> Equation</p><p></p>

Superposition Principle Equation

Combine deflections from multiple load cases.

6
New cards

Superposition Principle Equation

Must satisfy:

Slope & deflection must remain continuous unless the beam physically has a hinge.

7
New cards

Why Superposition Works

Because the differential equation
is linear → linear combinations are valid.

<p>Because the differential equation<br>is linear → linear combinations are valid.</p><p></p>