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Questions tagged [structures]

Questions relating to or the engineering application of a device that must withstand a loading via deflection, stresses, resistance to buckling, or natural frequencies.

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With respects to the North Channel (Irish Channel), has a causeway ever been proposed for a crossing?

Former UK Prime Minister, Boris Johnson raised the issue of a bridge between Scotland and Northern Ireland; his impromptu estimate of £15 billion was probably a little wide of the mark. The issues are ...
shackec's user avatar
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0 answers
17 views

How to determine the flexibility coefficent of this six member truss using the unit-load method?

I'm studying the Flexibility method described in the book "Matrix analysis of framed structures" by James M. Gere but I'm having a hard time understanding one of the examples. I'm stuck at ...
VXR.'s user avatar
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1 answer
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Flat slab main bar direction longer or shorter

In flat slab system, say that the total length is 48m x 24m, column with drop panel with spacing of 6m... In this case , main bar outermost top bar (T1) and outermost bottom bar (B1) should be ...
gx6336's user avatar
  • 33
2 votes
2 answers
57 views

Fish tank stand - confirm if steel material will be suitable

Hi I would like to make a fish tank stand like the one in the photo. I have been scouring the internet for an answer to how thick the material I select should be, in either SHS or RHS. I was thinking ...
Suresh Bopitiya's user avatar
0 votes
1 answer
77 views

What will the reaction forces of a support be in case of an angled cable

If a cable is attached to a support on each side, and there is a load acting on it somewhere along its length. Is there going to be a vertical reaction force only if the the cable is angled?
kokos115's user avatar
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1 answer
58 views

Compound angle for support tri-beam / double knee brace

I'm trying to determine the most structurally sound way to construct a support beam for a serious treehouse. There are four options I've mocked up below - the first two are individual knee brace ...
g491's user avatar
  • 113
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3 answers
59 views

Resultant Forces in a vertical rod

This is a pretty basic question. So in the below figure is the representation of prismatic column. The forces are represented as P1 and P2. let x be an arbitrary cross section between A and B. The ...
Sankara Narayan's user avatar
-1 votes
2 answers
88 views

is a rebar arch structure a good idea?

I am thinking of building a simple shaded Arch for agriculture. I have an idea of building it with 30 ft sections of rebar that I will bend into a rough art shape. I would then weld rebar ...
Joe B's user avatar
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40 views

Why are these food stretch films (LLDPE) holding one one-thousandth of the weight in reality than what is expected from the datasheet values?

I am trying to reproduce analytically the results found in this experiment where a weight of 3 x 5 lbs (6,8 kgs total) breaks the cling wrap (LLDPE) which is stretched over a medium size cooking pot. ...
ChewingGumXpert's user avatar
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How to measure strength of stretch film on a mock up

Let's say I have an iron cube of 1 cubic meter and I want to make an aquarium out of it. To hold water I want to wind stretch plastic film around the walls of that experimental aquarium. Let's assume ...
ChewingGumXpert's user avatar
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Force that a surface made of stretch film can sustain

I need to estimate the static spread force (Newton) that a plastic wrap wound around a given square frame (1 sq meter) can sustain. The stretch film has a given thickness (eg 17 microns ~ 63 gauge) ...
ChewingGumExpert's user avatar
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1 answer
63 views

Does the weight of a pilot exponentially affect the necessary weight of human-powered aircraft?

The MIT Daedalus, a human-powered craft, weighed about 31 kg. This was significantly lighter than its pilot during its record setting trip, though I can't confirm the pilot's exact weight. Still, this ...
Nail's user avatar
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1 answer
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What is the most structurally supportive 3D Tessellation? The sort of thing you'd use to build chambers for an underground mansion

Hexagons are considered the strongest grid pattern, I believe, and that's why bees use them? They're an efficient use of space, with maximal structural integrity. I was wondering what a 3-dimensional ...
user38849's user avatar
7 votes
4 answers
3k views

How did this building's windows get like this?

I don't recall seeing the walls like this before, so I don't think it's just accumulated soilage. If it's wetness, what design flaw causes the windows to do that? Today was very hot and muggy so it's ...
Luke Sawczak's user avatar
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0 answers
14 views

Square box welding with T joint, welded with stick welding

When joining two square box beams in Tee, is it enough to weld them in only three sides or I have to weld the full perimeter of the square? If those 3 sided weld are suppose to bear weight, how much ...
user586254's user avatar
0 votes
1 answer
140 views

Mechanism and static determinacy

I was doing exam question and am confused as to how to determine if the structure is a mechanism or not. Say that j = number of joints, r = total number of reactions, b = number of bars. For both (a) ...
abouttostart's user avatar
1 vote
1 answer
143 views

Symmetry to determine the support reactions of a statically indeterminate frame

The following is an indeterminate frame consisting of two beams that are rigidly connected to each other at the corner support. I want to find the support reactions. As far as I can see, this is a ...
VJ123's user avatar
  • 117
4 votes
2 answers
181 views

What is the cause of this cracking pattern in a simply supported beam?

Background On May 5th 2022, a bridge was struck in Brantford, Ontario, Canada by a commercial vehicle. This vehicle struck a reinforced concrete protection beam placed on the on-coming side for the ...
Forward Ed's user avatar
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0 votes
3 answers
59 views

Is it valid to solve for the young's modulus required for a given critical load with Euler Columns?

I am working on a problem for research that is about material choices. I was wondering if the following rearrangement of Euler columns would be a valid way to check to see if a material exists for a ...
cj_cool's user avatar
0 votes
1 answer
86 views

Analysing a multispan determinate beam by separating it into spans

Say we have the following indeterminate beam: We can make it determinate by adding a pin at B, and then adding back the bending moment at B which was destroyed by the pin: My lecture handouts then ...
VJ123's user avatar
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1 vote
3 answers
98 views

Steel bracket fixing spacers on a wall

What could I do to address the uneven vertical wall (not plumb) behind the bottom of the steel bracket? Would you fill in the gap with sand/cement and once dried tighten the bolt or use steel plates ...
Giuseppe Cimadoro's user avatar
0 votes
1 answer
294 views

How do you calculate the maximum bending stress in a beam with different thickness along different parts on the beam?

Here is a practise question that I am working on. The beam has different thickness due to the supports in the middle. I would expect the maximum bending stress be away from the middle due to the ...
CountDOOKU's user avatar
-1 votes
1 answer
67 views

If you have unlimited space, how many toilets can you put into a public restroom? [closed]

Are there structural limits or legal limits of any kind?
RexxiA's user avatar
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0 votes
1 answer
872 views

How many more degrees of tilt can the Millennium Tower in San Francisco withstand before it becomes structurally unsound? [closed]

How many more degrees of tilt can the Millennium Tower in San Francisco withstand before it becomes structurally compromised/unsound? "...An examination in 2016 showed the building had sunk 16 ...
user57467's user avatar
  • 269
7 votes
5 answers
1k views

Why does a jumping rope have no bending stiffness and compression stiffness?

Can anyone just tell me that why doesn't a jumping rope, or any other kind of rope, have any bending stiffness? If I hold one end of the rope in my hand, the rest of the rope will just fall. It won't ...
Rameez Ul Haq's user avatar
2 votes
1 answer
84 views

A close coiled helical spring with torque acting about longitudinal axis

Consider a close coiled helical spring which is acted upon by a torque about its longitudinal axis as shown. I'm interested in knowing the effect of this torque on the spring wire. Here's my take: I ...
Harshit Rajput's user avatar
0 votes
1 answer
385 views

Aluminum rivet used to join stainless steel and aluminum sheet

I am using Aluminum pop rivets to join stainless steel and aluminum sheet together. I am aware of the galvanic corrosion risk in this situation. Are there any other risks the joint may face over time ...
Prabhakar Pandey's user avatar
1 vote
4 answers
1k views

Tension cable underneath rafter tie?

I just bought a new property with a large garage and I'm curious about the roof structure. The roof structure is supported entirely on the front/rear walls using rafter and collar ties. The rear wall ...
ryan's user avatar
  • 11
2 votes
2 answers
243 views

Should we use Hooke's Law (that linearly relates stresses to strains) if the stiffness of body is changing during deformation?

Assume I have a slender cantilever beam, fixed at one end and force applied on the other. Now, during the deformation, we know that the beam's stiffness is going to change and the force-displacement ...
Rameez Ul Haq's user avatar
0 votes
3 answers
85 views

Is a ship a statically indeterminate structure?

We can consider that a ship is a complex implementation of forces on a beam, that a ship is essentially a beam. The support is the buoyancy force which is continuous but it takes different values ...
Larsa se eidaklaxtarsa's user avatar
0 votes
2 answers
103 views

Double Integration Method

How can I solve this beam. I was able to find the moments of each section, from there I need help. Please if someone could help me. The method to use is Double Integration.
RCristianL's user avatar
0 votes
2 answers
325 views

What happens when we remove the load, in different regions of the stress strain diagram of mild steel?

A: Proportional limit| B: Elastic limit| C: Upper YP | D: Lower YP Let us say, the gage length was 100mm (random, just for the sake of understanding). I know that if I unload the body anywhere between ...
Harshit Rajput's user avatar
0 votes
2 answers
54 views

Does the Superposition principle actually make sense in reality for a rod subjected to bending and axial force togehter?

Consider a rectangular rod, for example. I fix it from one end and apply a transverse force on the other (to cause bending) and also a axial force (lets just assume its compressive). Now, according to ...
Rameez Ul Haq's user avatar
1 vote
4 answers
97 views

Mechanics: example of less mass/volume gives more strength

Lets assume we have a mechanical element from uniform material that is supposed to work in a static load conditions. Moreover lets assume there is no gravity or gravity is negligible. Are there any ...
radoslav006's user avatar
1 vote
2 answers
338 views

car steering to enter the parking lot [duplicate]

I would like to understand if a "typical" car could be able to turn in this space at the entrance to the underground garage. How can I set up my calculation? I have a 2.5 meter mouth at the ...
Fedele Nacucchi's user avatar
1 vote
1 answer
106 views

How to find the reaction at the pinned support A as shown in the picture? [closed]

Please help me solve the problem. I need to know the reactions at A for both the cases as shown. Please note that E is a roller, D is a pin support , B is an internal hinge and A for case 2 is a fixed ...
Share thy thought's user avatar
0 votes
4 answers
112 views

Do windows add to strength or rigidity?

A friend who repairs washing machines told me that the window adds rigidity to the front cover and compresses the gasket. Also the windows of cars act against shear forces, he said. Do you know ...
Larsa se eidaklaxtarsa's user avatar
2 votes
0 answers
57 views

Hencky nets/slip-line fields on the the interior of a closed domain

This is a crossed post. The equations for Hencky nets are usually solved in the exterior of some domain; typical examples are the upper half plane or the exterior of a circle. I would like to know ...
Daniel Castro's user avatar
1 vote
2 answers
46 views

Where to place air, water and electric cables in a composite beam [closed]

If water, gas and electrical cables have to pass through three (3) openings provided in the cross section shown in Figure 2, with tangible and scientific arguments specify the adequate opening for ...
Bernard's user avatar
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1 vote
1 answer
114 views

What Causes Asymmetrical Buckling in this structure?

I've been playing around with structural modelling on the SkyCiv platform and have created this structure, related to a project I am working on to educate myself. It is 2m wide, 3m long and 1.5m high ...
Steve Feeds's user avatar
1 vote
2 answers
200 views

How is any kind of structural reliability achieved if the probability of annual wind speed exceedance is 0.02?

Above is the definition of fundamental basic wind velocity from Eurocode 1. According to its instructions, wind loads on building are supposed to be calculated based on this velocity. It says that ...
S. Rotos's user avatar
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1 vote
3 answers
117 views

How many support beams/rods needed for a firewood storage cabinet

I am building a firewood storage cabinet which should support around 100-150 kg of firewood. The cabinet is made out of wooden boards (...
ddofborg's user avatar
  • 111
0 votes
1 answer
130 views

Is it possible to use Plain Cement Concrete post for fencing?

I am in need of around 700-800 posts to fence my farm in a semi-arid area in TN state, India. In my place granite posts mined from quarries are normally used. It costs around Rs 300-400 per post(6-7ft)...
Kumar's user avatar
  • 1
0 votes
3 answers
1k views

How to derive fixed end moment of a beam fixed at both ends with a point force not in the center

So this is as far as I have gotten. The formulas written in green are the formulas that I have to find/ derive but I am hitting a wall. I know I am supposed to integrate but I am not sure where to go ...
Justin E's user avatar
1 vote
3 answers
701 views

Hollow (rectangular) sections versus solid sections

I have an engineering competition coming up and one of the things I need to build is structure with both compression and tension members. The structure is scored based on the load held/weight ratio, ...
Lucas Wu's user avatar
11 votes
5 answers
5k views

Why are some public benches made with arm rests that waste so much space?

While watching a YouTube video today, I noticed this public/park bench somewhere in the USA: It looks strange to me the way the arm rests on each side are so far into the bench, wasting a rather ...
B Burnie's user avatar
  • 111
1 vote
1 answer
45 views

Why isn't there yet such a thing as a "Minimum Life Module" standard and concept deployed? [closed]

Why are large companies not producing, selling and maintaining the concept of "Minimum Life Modules"? What I mean is a standardized "module" hosting exactly one human being, with ...
T L's user avatar
  • 11
1 vote
3 answers
450 views

How to measure the stiffness of a rectangular beam, and compare it to a triangular beam?

I'm an amateur at engineering, working more on musical instruments, and I'm often in confusion regarding what exactly constitutes stiffness of a beam for a load applied on it so it could resist ...
Aecarvalho's user avatar
0 votes
0 answers
26 views

Wind behavior and pattern

From the 5 options, which one shows the worse wind effect? Is it (b) because wind speeds accelerate through a gap? But how about in comparison to (c)? Or (d) due to the height and sharp corners? If it'...
SSan's user avatar
  • 111
3 votes
1 answer
21 views

Seismic question

For a 3 stories building, in terms of seismic vertical instability which one is worse: a higher mass on Level 2 or, higher mass on the roof? Both are compared to L1 mass.
SSan's user avatar
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