How to calculate the lateral deflection of a steel flagpole

  Рет қаралды 14,926

Structural Engineer Calcs

Structural Engineer Calcs

Күн бұрын

Пікірлер: 15
@emmadavies7434
@emmadavies7434 3 жыл бұрын
This channel is absolutely fantastic! Thank you so much for helping people that are looking to improve their knowledge. You make it look so easy and simple. Thank you for your time and effort that you put in this people like me will really appreciate all the hard work you do :)
@Thomas-do9zp
@Thomas-do9zp 3 жыл бұрын
I worked through the example, a Hollow section with a diameter of 139.7mm and thickness of 4mm (bluebook hot finished) has an I value of 3.93x10^6 , therefore using the formula within this video should produce a deflection of 13mm... 13 < 20 deflection limit. Thereby satisfying the deflection check. Or alternatively, if you want the same section size, 5mm thickness should suffice for a 114.3mm diameter. Thanks for the great videos! Only just found this channel, but can't wait to watch more! :)
@mohammadtwahajaumbocus1227
@mohammadtwahajaumbocus1227 2 жыл бұрын
great to have an insight of the structural design of RC shear walls. thanks
@gunatillekaleslie3521
@gunatillekaleslie3521 3 жыл бұрын
V Good, can you kindly tell me the little more about the deflection formula. Thanks
@prajvalpoojary2426
@prajvalpoojary2426 Жыл бұрын
Add a vedio on design of monorail beam and an eot
@davidboyle5761
@davidboyle5761 Жыл бұрын
Can you carry out a calculation for the flagpole foundation in compacted gravel/clay ground, the hole to be drilled with an auger, or an excavation filled with 40n concrete.
@TobbyTommy
@TobbyTommy Жыл бұрын
At the end, how was height/300 determined as the limit for lateral deflection?
@lesliescott9332
@lesliescott9332 11 ай бұрын
In your example, Ix is incorrectly calculated because you took the inside radius to be (D - t) / 2 instead of (R - t) or (D - 2t) / 2.
@emadalhafez6172
@emadalhafez6172 3 жыл бұрын
thanks very good example..but i think ..I for section 1625480 mm4
@emadalhafez6172
@emadalhafez6172 3 жыл бұрын
@@StructuralEngineerCalcs pleas ..check the r for internal circle..
@StructuralEngineerCalcs
@StructuralEngineerCalcs 3 жыл бұрын
@@emadalhafez6172 Thank you for pointing this out. You are right! for the internal circle you should deduct from both side. Inadvertently, this has been missed
@rayanemoussawi
@rayanemoussawi 11 ай бұрын
Limit h/300 in wich norme?
@paulktllim2282
@paulktllim2282 Жыл бұрын
If the Thickness of Pole is 3mm, shouldn't the Inner Radius = Outer Radius - 3mm? How can the inner Radius = Outer Radius -1.5mm instead???
@rajashekar1977
@rajashekar1977 Жыл бұрын
Yes you are right...there is a mistake in the I value calculation
@jilladams9334
@jilladams9334 2 жыл бұрын
I for a tube is 0.049*(D^4-d^4) - avoid use of r , as it does not exist without measuring diameter first. I say you have the wrong answer for deflection. And question can not be answered as outside diameter or thickness was not stated.
An Important Equation Most Structural Engineers Neglect.
9:36
Structural Engineer Calcs
Рет қаралды 10 М.
Wednesday VS Enid: Who is The Best Mommy? #shorts
0:14
Troom Oki Toki
Рет қаралды 50 МЛН
Хаги Ваги говорит разными голосами
0:22
Фани Хани
Рет қаралды 2,2 МЛН
Who is More Stupid? #tiktok #sigmagirl #funny
0:27
CRAZY GREAPA
Рет қаралды 10 МЛН
How to work out a steel beam splice connection.
8:14
Structural Engineer Calcs
Рет қаралды 39 М.
Calculate if a column can can support a load
6:03
DartmouthX - The Engineering of Structures Around Us
Рет қаралды 309 М.
How to calculate the bolt diameter required to resist uplift forces.
3:02
Structural Engineer Calcs
Рет қаралды 145 М.
Coriolis Force - Q3: How to Calculate Horizontal Deflection?
11:23
Djordje Romanic
Рет қаралды 1,8 М.
Identify Zero Force Members in Truss Analysis
4:19
INTEGRAL PHYSICS
Рет қаралды 37 М.
5 top equations every Structural Engineer should know.
3:58
Structural Engineer Calcs
Рет қаралды 70 М.
Understanding the Area Moment of Inertia
11:05
The Efficient Engineer
Рет қаралды 1,7 МЛН
How Structural load & load paths work
26:42
Structural Engineer Calcs
Рет қаралды 33 М.