Ihab Saad – Cranes and lifting equipment

Ihab Saad
AI: Summary ©
The speaker discusses various types of cranes and equipment used in construction, including a crane for heavy lifting, a boom truck, a tower cranes, and a crane for heavy lifting. They provide examples of cranes and equipment used, including the maximum lifting capacity, maximum frame speed, and weight capacity. The speakers emphasize the importance of operating conditions and weight restrictions when selecting a crane lift, and explain the process of building a crane and its potential for increased height and weight while maintaining stability. They also mention the use of a frame for the crane and its importance in fixing equipment and attaching additional items to increase its height.
AI: Transcript ©
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I

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welcome to another lecture in construction equipment, and today

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we're going to be talking about lifting and loading equipment.

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Primarily we're going to be talking about cranes. We're going

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to discuss what are different types of cranes and how to

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calculate their loads and their cycle times and so on and so

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forth.

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So

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we're going to start with a review of some of the issues, the safety

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issues related to cranes, because, again, these are

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heavy equipment used for heavy lifting, and therefore we have to

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be very cautious while using them. So I'm going to show a few video

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clips of some crane disasters, crane accidents, and we're going

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to pick up the discussion forward following that

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here. As you can see, we have a crane lifting a huge truss for the

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roof of a structure, and then suddenly, as you're gonna see,

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something with the balance of the truss,

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causes a problem. And as you can see, the crane is tilting,

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collapsing and falling down that can cost

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1000s, if not hundreds of 1000s of dollars when it comes to the price

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of the crane itself, the cost of the crane and the cost of the seed

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structure it was carrying, in addition to any damages to the

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structure itself, to the building itself, and, of course, any

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injuries or, God forbid, fatalities.

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Here again, it shows a crane lifting that load that was not

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properly secured. And as we're gonna see, that load includes some

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heavy equipment, probably for HVAC, and it's being lifted

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gradually, but as you can see, suddenly, it collapses and falls

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on a car. Thank God that there was no one in that car, but as you can

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see, the person was standing very close to that car, which could

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have caused some severe injuries and maybe even fatalities.

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And here's the third one, again, a crane lifting a heavy truck.

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And as you can see, the truck is lifted from four corners.

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Actually, that's another crane. That's another telescopic Crane

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being lifted.

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And there's a tagline, as you can see at the bottom, held by that

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person, trying to guide that load to where it should be.

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So far it's going well.

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And then you can see the tilting of the load and collapse again,

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that can result in severe damages.

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And finally, here we have a tower crane, and the tower crane was

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erected to build a certain structure, and then there was a

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storm. Let's

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see if we're going to be able to play that clip.

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Let me go back

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try to play the clip. As

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you can see, there seems to be a storm or something, and that crane

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has not been secured properly, so it keeps rotating freely, and it

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can hit something, and it can cause some severe damage.

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Some of you may have seen some pictures of

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crane dangling from a high rise building recently, following a

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recent storm. So again,

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as you can see, the wind causes that crane to rotate freely. So

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now we're going to start talking a little bit about the types of

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cranes that we're going to talk about specific types of lifting

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and loading equipment. Include forklifts, man lifts, which again,

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are used to lift personnel to perform either maintenance or

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repair or installations, material handlers, lift trucks, mobile

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cranes and tower cranes. All of these are different types of

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lifting and loading equipment.

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The crane is the primary machine used for vertical movement of

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construction material. So here in these pictures, we have different

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pictures of different types of cranes. Here we have a telescoping

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boom truck mounted crane where this is the telescopic boom, and

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it's mounted on a truck. As you can see, it can carry a heavy

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load, because this this number of Acts.

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Animals and all terrain crane. Again, it has a higher ground

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clearance, allowing it to work on rugged surfaces. And again,

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another rough terrain crane, pretty much similar to the All

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Terrain

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and these are the cranes for heavy lifting, very heavy lifting,

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lifting equipment or lifting other

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materials, a crawler crane and a lattice boom truck mounted crane

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similar to the crawler crane, but on a truck mounted

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for easier motion and moving on roads and so on and so forth. And

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this is another view of the crawler crane with the lattice

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boom. Basically, it's sort of a truss to reduce the weight of the

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boom itself and allow it to carry heavier weight. And

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that's another view here of the double lattice boom crane. The

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load is going to be mounted on this side, and we have

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counterweights to counterbalance the load and prevent the crane

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from overtipping.

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So crawler cranes, the full revolving superstructure of this

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type of unit is mounted on a pair of parallel crawler tracks. So

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here are the tracks, and on top of these, we're going to have the

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full revolving apparatus. That's basically the crane itself. The

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crawlers provide the crane with good travel capability around the

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job site. So again, if you have a rough terrain on the job site,

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muddy terrain or whatever, then you're going to be able to move

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with this crawler crane. It's not designed for travel on highways,

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because, of course, the tracks are going to damage the pavement.

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So again, here's the lattice boom crawler crane rig to the jib

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extension. This is the jib extension to extend the reach of

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the boom.

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And here's another jib extension, as you can see, this is the main

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boom, and that's the extension,

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as you can see, it has a very far reach. It can reach higher

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elevations.

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And here's the rubber track, telescoping boom crawler crane on

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an urban project. Now, this can work on on regular streets and

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highways because of the rubber tracks that are not going to

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damage the pavement, so it has the benefit of tracks to allow for

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better traction, and at the same time, it's rubber tracks so it can

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move on regular roads and highways.

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And this is, of course, a telescoping boom that can be

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extended hydraulically to reach farther distances.

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And here's an extendable counterweight to increase the

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lifting capacity. The counterweight is here at the back

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of the crane, and the farther it can extend hydraulically, it

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offers better balance for the crane to counterbalance the load

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at the end of the boom on this side

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for the crawler crane, some of the common dimensions, the maximum

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boom length can be anywhere between 100 to 400 feet. So it can

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be really tall. The maximum fly jib length, which is the

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extension, can be anywhere between 30 to 120 feet. The maximum radius

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for operation of the boom is anywhere between 80 and 300 feet,

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and the minimum radius is going to be 10 to 15 feet. So it can lift a

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very heavy load in that very limited minimum radius,

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some of the common capacities, the maximum lifting capacity at

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minimum radius can be 30 to 600 tons. So 600 tons, that's a really

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heavy load, and really heavy crane. The maximum travel speed,

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since this is a crawler, is going to be relatively slow. It's 5200

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feet per minute, which is point six to 1.2 miles per hour.

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The ground bearing pressure seven to 20 psi. So it has a relatively

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low ground bearing pressure because of the load being

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distributed along the tracks, which creates a larger contact

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surface with the ground.

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Psi, of course, is pounds per square inch.

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So here we have a table for the cranes that shows what's the boom

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length and at the different operating radii, what would be the

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maximum allowable load. So as you can see here, for example, if

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you're operating only at 10 feet radius

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for a 4040 foot boom length, you can carry a load of 80,000

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pounds. That's 40 tons.

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But if you extend that radius to 40 feet, as you can see, the load

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drops considerably to only about five and a half tons or so. So

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from 40 tons to about five and a half tons based on the radius, of

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course, the longer the boom,

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as you can see here, for example, with the 140 foot.

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A boom. It operates at a radius of 30 feet. It can lift 15,500

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pounds, and at 100 feet, that's a far reach, it can have only 11 130

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pounds. So

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let's look at an example. Here, a contractor will use an American

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590, 9c crawler crane. C for crawler crane to support steel

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construction of an industrial plant, the longest operating

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radius will be 50 feet, and the highest required reach is 65 feet.

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That's the vertical reach. The bottom of the boom is mounted on

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the crane structure five feet above the ground, and the hook and

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slings weigh 1000 pounds. What is the length of the boom to be

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mounted on this crane, and what is the maximum load the crane can

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lift safely at an operating radius of 50 feet. So it's just a very

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simple geometry and trigonometry problem we have to draw this

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problem. So we have here a radius of 50 feet,

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and here we have the height. The Reach is equal to only 60 feet,

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not 65 because, again, the boom itself is five feet above the

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ground. Therefore if the reach, the total reach is 65 then the

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actual height is going to be 60 feet. So using the Pythagorean

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Theorem, we get that this hypotenuse is equal to 78 feet. So

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we're going to use a boom that's 80 feet because we have a boom of

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50 or 80 and so on. So from the tables, this table, for example,

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we're going to use an 80 foot boom and we have a 50 foot radius, so

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the load can be up to 8080 pounds. But we have hook and slings that

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are equal to 1000 pounds, which has to be deducted from the total

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load. Therefore, the maximum safe load is going to be the 8080,

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which is what the table gives, minus the sling and so on, at the

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hook and sling, which is 1000 pounds, and that gives 7080 pounds

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at the ad at the tip of that boom. As

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you can see, the problem is very simple.

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Now talking about telescoping boom, truck mounted cranes.

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As you can see here, it's mounted on a truck, and the truck has out

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triggers. These are the out triggers that can extend to the

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sides to give better balance and stability to the truck, increase

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the width of the base of the truck, therefore improving the

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balance. And in this case, what's going to happen is that once these

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hydraulic arms are lowered down, they are lower to an extent where

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the tires of that truck are not touching the ground anymore, so

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the full load is supported by the outriggers.

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And here's the telescoping boom. These are truck cranes that have a

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self contained telescoping boom,

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the out trigger or on large steel mat to prevent damage to pavement.

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So here you can have the white steel mat, or light something like

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this, the out triggers. Out trigger on layered steel mats.

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Note the dangerous ground deformation again. Here, for

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example, you're going to notice that the pressure of the

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outriggers on the mat is going to create some ground deformation

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because the ground is relatively soft. So you could, you should

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increase the width of that mat to avoid the high pressure on the

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soil that can cause deformation and instability of the whole

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crane.

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Here. The crane is raised on the out triggers. And here it has an

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extension, extension jib. It could be hydraulic. It could be

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telescopic with an extension jib as well.

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Common dimensions, the maximum boom length, 70 to 170, feet,

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maximum fly jib length, 3200 feet. Maximum radius for the womb, only

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six 260 240 feet, and the minimum radius 10 feet for most models.

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Now let's look at the capacity. The common capacity is anywhere

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between 20 and 120 tons, at minimum radius, maximum travel

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speed, 40 to 70 miles per hour. So here's the compromise, here's the

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trade off, that we have relatively lower load to be lifted by that

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crane, but higher mobility of the crane, because this can travel on

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highways, so you don't want to waste much time in its

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transportation. Number of axles between three and four.

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And here we have the lattice boom truck mounted crane, very similar

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to the hydraulic telescoping boom, but in this case, we have a

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lattice boom which is lighter in weight. The lattice boom structure

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is light.

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Weight. This reduction in boom weight means additional lift

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capacity, as the machine predominantly handles hoist load

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and less weight of the boom itself,

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the common capacity, again, maximum lifting capacity, anywhere

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between 50 to 600 tons. So that's heavy lifting here again, maximum

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travel speed, 40 to 60 miles per hour, little bit slower than the

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other one, the telescoping, but still relatively good speed, 40 to

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60 miles per hour. Number of axles anywhere between four to eight to

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accommodate the very heavy lifting, up to 600 tons.

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The common dimensions, the maximum boom length, up to 470 feet. From

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170 to 470

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maximum fly jib length 40 to 300

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maximum radius for the boom, only 130 to 380 feet. As you can see,

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this is much larger than the telescoping boom, and the minimum

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radius anywhere between 10 to 25 feet. So

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for rough terrain cranes, again, as you can see, this has a very

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high ground clearance. These units are equipped with unusually large

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wheels and closely spaced axles to improve maneuverability at the job

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site so you can it has relatively low turning radius. They earn the

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right to their name by their high ground clearance, as well as the

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ability to move on steep slopes. Usually, therefore we drive to

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allow for better track. Here we have a telescoping lattice boom,

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so it has the benefit of the telescoping boom, and at the same

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time, it's a lattice boom for lighter weight,

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the common dimensions,

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maximum boom length, 80 to 140 feet. Maximum flight, jib length,

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20 to 90 feet, relatively small or short. Maximum radius 70 to 120

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feet, and minimum radius 10 feet. For most models, the capacity is

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also relatively, relatively limited, 20 to 90 tons travel

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speed, 15 to 35 miles per hour because of the rough terrain and

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number of axles, two for all models,

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the All Terrain cranes.

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These cranes have an undercarriage capable of long distance highway

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travel. It has more than two axles,

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yet the carrier has an all axle drive and all wheel steering, crab

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steering, large tires and high ground clearance. So again, crab

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steering, we talked about that it can move relatively sideways and

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all wheel steering, allowing it to turn in a smaller radius. All

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Wheel Drive to give better traction and high ground clearance

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to be able to move on rough terrains as well.

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The Dimensions slightly larger than the rough terrain crane, 100

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to 27 270 feet maximum flyg length, 30 to 240, feet. Maximum

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radius, 70 to 250,

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maximum radius, 100 to two, 300 and it can increase up to 400 feet

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for the largest machines, minimum radius, eight to 10 feet.

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Common capacities. The maximum lift capacity is 30 to 300 tons,

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relatively,

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relatively high. Maximum travel speed, 40 to 55 miles per hour,

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acceptable, very good speed. Number of axles, two to six and up

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to eight or nine, even for very heavy crates.

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Now you can you're gonna see these crawler cranes for heavy lifting,

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lifting, as you can see here. This is the roof truss, probably for a

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stadium, something like that, as we have seen in the in the

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accident that we saw at the beginning of this presentation. So

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and here we have the counterweights, as you can see,

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this is going to be very, very heavy lifting.

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Addition counterweight mounted on a wheeled platform to increase

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lifting capacity.

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It's suitable for building projects. Low Rise structures,

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short cycle times. High Rise structures,

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it's going to have longer cycle times, high speed, high volume

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operations like concrete placement. For site conditions,

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you have to select the position and location where you're going to

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locate that crane and the vertical reach requirements to avoid

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contact with power lines and things like that.

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For industrial projects, it's very precise.

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It can carry very heavy loads,

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working around fixed objects, and again, you have to check the site

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conditions and the vertical reach requirements

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for heavy civil projects. It can be also used for Bri.

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Construction, for example, as you can see, it's carrying the beams

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for a bridge. Again, it's very precise. Can carry heavy loads,

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high speed, high volume operations, multiple work

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locations based on its ground clearance and its flexibility. And

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you have to check the site conditions and the vertical reach

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requirements as well.

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I now that we're done with the red with the ground moving cranes,

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we're gonna start looking at tower cranes. And tower cranes, as you

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can see, have different shapes, different forms. One is called the

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*, or flat top tower crane, like this one.

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The other one is the hammer line, which has the cables extending on

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top of the crane itself.

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This is the horizontal jib. This is the luffing boom. And

00:20:53 --> 00:20:56

here we're going to have the counterweights. And this is the

00:20:56 --> 00:20:57

articulated jib,

00:20:58 --> 00:21:02

which can have a further reach horizontally.

00:21:05 --> 00:21:08

Here are some of the main components of that tower crane.

00:21:09 --> 00:21:12

Here we have the counterweight jib with the counterweights at the

00:21:12 --> 00:21:16

end. And here's the main jib where the load is going to be located on

00:21:16 --> 00:21:20

the trolley here at the other end, here's the slewing ring, which is

00:21:20 --> 00:21:24

going to allow the crane to rotate. Here's the cap where the

00:21:24 --> 00:21:28

crane operator or driver is going to be seated, and that's the tower

00:21:28 --> 00:21:32

or mast of the crane, which can change in height to accommodate

00:21:32 --> 00:21:33

different

00:21:34 --> 00:21:35

construction operations.

00:21:38 --> 00:21:44

Again, here's a view of that clean of that crane, the counterweight

00:21:44 --> 00:21:45

and the counterweight

00:21:46 --> 00:21:50

jib, the main jib and the mast.

00:21:52 --> 00:21:56

Here you can see that this is self elevating crane that can extend

00:21:56 --> 00:22:00

its height depending on the job conditions. So

00:22:03 --> 00:22:08

this one is moving along rails. You can have it fixed in place or

00:22:08 --> 00:22:11

moving along rails, depending on the job requirements.

00:22:15 --> 00:22:18

The cab here we have the cab located at the bottom of the

00:22:18 --> 00:22:23

crane, and then it can climb that mast climbing, rotating operator

00:22:23 --> 00:22:24

cab for higher tower crane

00:22:28 --> 00:22:30

hoisting. Now we're going to look at the different motions of that

00:22:30 --> 00:22:33

tower crane. The first one is hoisting, which is the vertical

00:22:33 --> 00:22:37

lifting. So hoisting is the vertical movement of the load.

00:22:38 --> 00:22:42

The hoist cable runs from the hoist drum located on the crane's

00:22:42 --> 00:22:47

counter jib here, at the end, through the jib, and then the

00:22:47 --> 00:22:52

trolley, which is the moving part on the jib, and down to the hook,

00:22:52 --> 00:22:55

which is going to be where the load is going to be attached to

00:22:55 --> 00:22:55

the crane. And

00:22:58 --> 00:23:01

that's the hoist drum with the cable that's going to be allow for

00:23:01 --> 00:23:05

that load to be lifted or lower down the hoist cable runs from the

00:23:05 --> 00:23:09

hoist drum located on the crane's counter jib, and that's close to

00:23:09 --> 00:23:10

the counterweight here in the back.

00:23:14 --> 00:23:16

The second motion is going to be the trolling, which is the

00:23:16 --> 00:23:22

horizontal motion along the boom or the jib, the main jib of the

00:23:22 --> 00:23:23

crane.

00:23:24 --> 00:23:28

So trolling is a horizontal movement of the trolley along the

00:23:28 --> 00:23:31

jib. It allows for the adjustment of the operating radius.

00:23:33 --> 00:23:37

The third motion is slowing, or rotation. Slowing is the

00:23:37 --> 00:23:41

rotational movement of the jib around the towers or the masts

00:23:41 --> 00:23:42

vertical axis

00:23:43 --> 00:23:47

in fixed tower cranes, the slowing ring is located at the top of the

00:23:47 --> 00:23:51

tower here, and the chips lose around the vertical axis of the

00:23:51 --> 00:23:56

tower. In some cases, you might have that slowing ring located at

00:23:56 --> 00:23:58

the bottom of the mast,

00:24:00 --> 00:24:04

as we have in this picture. So another option is for the slowing

00:24:04 --> 00:24:08

green to be located at the base of the tower, and both the tower and

00:24:08 --> 00:24:13

the jib slew relative to the base of the crane. So all of this is

00:24:13 --> 00:24:13

gonna rotate.

00:24:18 --> 00:24:21

Tower cranes are relatively flexible. They can have different

00:24:21 --> 00:24:25

mounting configurations, which can vary between fixed base or a

00:24:25 --> 00:24:29

stationary base, either freestanding or braced to the

00:24:29 --> 00:24:32

building structure. Because the taller the crane, the higher the

00:24:32 --> 00:24:35

wind load is going to be on it, and it might cause some

00:24:35 --> 00:24:39

instability. So we're gonna have some anchors that transfer lateral

00:24:39 --> 00:24:42

loads, especially wind loads to the building structure itself. So

00:24:42 --> 00:24:46

that's better bracing of the crane to the building. You might have

00:24:46 --> 00:24:49

more than one of these bracings depending on the height of the

00:24:49 --> 00:24:53

crane. The fixed base does not transfer any load to the building

00:24:53 --> 00:24:58

structure. So here it transfers the load directly to the ground.

00:24:59 --> 00:24:59

And here we.

00:25:00 --> 00:25:04

Have a tower crane based on piles, so it has to be very well

00:25:05 --> 00:25:07

positioned to avoid any lateral motion

00:25:11 --> 00:25:14

climbing. The crane can either lift itself on the building

00:25:14 --> 00:25:18

structure as the work progresses and traveling, it can be either on

00:25:18 --> 00:25:23

rails or on wheels. On Wheels are relatively rare because issue of

00:25:23 --> 00:25:25

issues of stability, but rails are more common

00:25:28 --> 00:25:32

for the climbing cranes. The crane can basically self erect itself,

00:25:32 --> 00:25:36

usually climbs through an opening within the structure. Must ensure

00:25:36 --> 00:25:40

that the structures framing has sufficient load carrying capacity

00:25:40 --> 00:25:40

to support

00:25:42 --> 00:25:45

the added stresses of the combined weight of the crane and the lifted

00:25:45 --> 00:25:48

loads. So this is within a core of the building itself, or something

00:25:48 --> 00:25:49

like that.

00:25:53 --> 00:25:57

We're going to see a short video clip of a model of these cranes

00:25:57 --> 00:25:58

being erected.

00:26:03 --> 00:26:08

Here we have how the crane lift itself, how it adds additional

00:26:08 --> 00:26:14

joints, and then it slides up to insert this joint, and then one

00:26:14 --> 00:26:19

it's once this is done, it moves up. And now the crane is much

00:26:19 --> 00:26:20

taller than what it used to be

00:26:22 --> 00:26:25

so let's look at these different video clips that are going to

00:26:25 --> 00:26:31

explain how The crane can self erect and increase its height. You

00:26:43 --> 00:26:47

This is something like a time lapse that shows now we are adding

00:26:47 --> 00:26:54

a joint to the crane is going to slide sideways here, and then the

00:26:54 --> 00:26:55

crane is going to be

00:26:58 --> 00:27:00

mounted to increase its height.

00:27:04 --> 00:27:07

As I said, this is a time lapse, so that takes several hours to

00:27:07 --> 00:27:08

perform.

00:27:14 --> 00:27:18

You can see here the hydraulic action lifting the crane and

00:27:25 --> 00:27:27

now they inserted the new joint,

00:27:29 --> 00:27:31

and now the old crane is going to climb up.

00:27:33 --> 00:27:36

Here's another joint being prepared to be inserted as well.

00:27:36 --> 00:27:36

The

00:27:37 --> 00:27:39

crane is going to climb up and

00:27:51 --> 00:27:55

the joint is going to be inserted and so on. I'm looking

00:27:58 --> 00:27:59

at this thing

00:28:01 --> 00:28:02

now. Let's look at another,

00:28:03 --> 00:28:06

another one, another clip.

00:28:10 --> 00:28:13

This shows a model of that crane. It's not a real one, but just the

00:28:13 --> 00:28:16

model again, looking at how the extension is going to happen,

00:28:20 --> 00:28:24

different components. Here's the cabin now. It shows that

00:28:27 --> 00:28:32

all terrain crane erecting the tower crane itself. So it's first

00:28:32 --> 00:28:37

erecting the base that's on a pad to allow for better stability,

00:28:38 --> 00:28:39

a concrete pad and

00:28:44 --> 00:28:46

that's a telescoping boom

00:28:48 --> 00:28:50

altering cream.

00:28:53 --> 00:28:56

And now it's going to assemble the jib on the ground. And

00:29:13 --> 00:29:16

and now it's going to start assembling the mast of the cream

00:29:16 --> 00:29:16

and

00:29:35 --> 00:29:40

this is the platform that's going to be used for counterweights, and

00:29:40 --> 00:29:44

it's going to add more of these, usually concrete slabs or concrete

00:29:44 --> 00:29:45

blocks for the counterweights.

00:29:51 --> 00:29:53

Of course, the heavier the lifting, the more these weights

00:29:53 --> 00:29:54

are going to be.

00:29:58 --> 00:29:59

And now it's going to start attaching links.

00:30:00 --> 00:30:01

To the mast.

00:30:12 --> 00:30:15

And this is the platform that's going to allow for the extensions.

00:30:17 --> 00:30:18

It's open from one side and

00:30:24 --> 00:30:26

and hydraulically controlled, as you can see.

00:30:29 --> 00:30:33

So now it's going to start adding links and inserting them one by

00:30:33 --> 00:30:35

one to increase the height of the crane and

00:30:46 --> 00:30:47

and yet it's climbing. I

00:31:06 --> 00:31:08

that's the counter jib,

00:31:10 --> 00:31:12

which has the counter weights here in the back.

00:31:19 --> 00:31:21

And you can add additional counterweights,

00:31:23 --> 00:31:24

and now the main jib,

00:31:35 --> 00:31:36

and you connect them, and

00:31:37 --> 00:31:40

as you can see, there's going to be some relaxation, some tension

00:31:41 --> 00:31:44

in this articulation, additional counterweights.

00:31:53 --> 00:31:55

Now we're going to increase the length of that crane.

00:31:58 --> 00:32:02

Oh, first of all, the the cab for The driver or the operator.

00:32:21 --> 00:32:25

Someone once described to me, the best way to visualize this is like

00:32:25 --> 00:32:29

a monkey climbing a tree. So first it reaches with its arms and then

00:32:29 --> 00:32:33

secures the arms, and then the legs move up once the legs are

00:32:33 --> 00:32:37

secured, then reaches with the arms again. So that's exactly

00:32:37 --> 00:32:38

what's happening here. I

00:32:45 --> 00:32:49

now I was going to pick a link and insert it to increase the height.

00:32:57 --> 00:32:59

It's open on one side, as you can see, I'm

00:33:12 --> 00:33:14

lower it, secure it in place

00:33:17 --> 00:33:18

and climb and

00:33:27 --> 00:33:32

so that's how the height of the crane is going to increase. You

00:33:32 --> 00:33:36

can have some bracing to the structure itself. As you can see

00:33:36 --> 00:33:40

here, this is bracing to the structure to add lateral

00:33:40 --> 00:33:43

stability, and then it keeps going up. You might have another brace

00:33:43 --> 00:33:45

of the structure as well, depending on the height, total

00:33:45 --> 00:33:46

height of the building,

00:33:49 --> 00:33:49

and there you are.

00:34:02 --> 00:34:06

And basically it at the end of the work, it disassembly, assembles

00:34:06 --> 00:34:11

itself exactly in the same way as it did, at least for the main

00:34:11 --> 00:34:13

mast, and then you're going to use that

00:34:15 --> 00:34:18

telescoping, altering crane to

00:34:21 --> 00:34:22

to

00:34:24 --> 00:34:27

to remove the main jib and the counter jib and so on.

00:34:29 --> 00:34:30

Let's see if we have a

00:34:32 --> 00:34:34

I guess that was the the second clip

00:34:37 --> 00:34:41

climbing cranes. Here, we can see that the climbing crane is inside

00:34:41 --> 00:34:44

the building itself. So you have an opening in the slab where the

00:34:44 --> 00:34:49

crane is going to be elevating itself internal tower crane

00:34:49 --> 00:34:52

climbing through openings left in the ceiling of the structure. And

00:34:52 --> 00:34:57

you have here temporary shores to carry the extra load resulting

00:34:57 --> 00:34:58

from the load itself.

00:34:59 --> 00:34:59

So.

00:35:00 --> 00:35:03

Here's some here are some hook attachments. So you can have

00:35:03 --> 00:35:07

either digging tools like a clamshell or an orange peel

00:35:07 --> 00:35:10

bucket. You can have hooks, different types of hooks for

00:35:10 --> 00:35:14

different types of loads, slings and so on. You can have grabs,

00:35:15 --> 00:35:19

tongs or grabs, or clamps or magnets. That's usually in

00:35:19 --> 00:35:27

shipyards and car used car yards and so on. Grapples, you can also

00:35:27 --> 00:35:33

have skips or concrete buckets. You can use the crane to pour

00:35:33 --> 00:35:38

concrete to place concrete. You can have weights like a cracker or

00:35:38 --> 00:35:45

a demo demolishing ball, a pile driver, bottom dump platform, or

00:35:45 --> 00:35:49

load platform for brakes and blocks and things like that. So

00:35:49 --> 00:35:51

these, all of these are different hook attachments that can be

00:35:51 --> 00:35:53

hooked at the tip of the chip. The

00:35:57 --> 00:36:00

most important factors to be considered when selecting a tower

00:36:00 --> 00:36:04

crane are the operating radius, because once you install that

00:36:04 --> 00:36:07

tower crane, especially if it's going to be fixed in place, it's

00:36:07 --> 00:36:10

going to cost you a lot of money to install it, so you don't want

00:36:10 --> 00:36:13

to move it every now and then. So you're going to design your site

00:36:13 --> 00:36:17

layout where the crane has the maximum reach and it covers most,

00:36:17 --> 00:36:20

at least, most of the area that you need to be covered. In

00:36:20 --> 00:36:24

addition to that, the lifting capacity, of course, the farther

00:36:24 --> 00:36:28

you go on the gym or on the boom, the lower the load is going to be.

00:36:28 --> 00:36:31

So at the tip of the boom, the load is going to be considerably

00:36:31 --> 00:36:36

smaller than closer to the mast. And the lifting speed, especially

00:36:36 --> 00:36:39

controlling the cycle time, especially when you're placing

00:36:39 --> 00:36:40

concrete and so on and so forth.

00:36:44 --> 00:36:47

The weight of the hook block is usually considered as part of the

00:36:47 --> 00:36:51

crane's dead weight. So as we have seen with the other crane, when we

00:36:51 --> 00:36:55

had the weight of the hook and the sling and so on, We deducted that

00:36:55 --> 00:36:59

from the lifting capacity. Same thing here. The rigging system is

00:36:59 --> 00:37:02

taken as part of the lifted load, always check the manufacturers

00:37:03 --> 00:37:07

load chart notes and the American Society of Mechanical Engineers

00:37:07 --> 00:37:11

standard states that under static conditions, load ratings shall not

00:37:11 --> 00:37:12

exceed 67%

00:37:13 --> 00:37:17

of the calculated tipping load, because you're going to have some

00:37:17 --> 00:37:22

wind loads, some some motion of the load itself, which is going to

00:37:22 --> 00:37:26

create a dynamic load on the boom of the crane, which is going to

00:37:26 --> 00:37:30

lessen the total maximum allowed load at the end of the boom.

00:37:32 --> 00:37:35

For dynamic loads. Load charts are based on the static loading

00:37:35 --> 00:37:39

condition for tipping. When the load is moved from a condition of

00:37:39 --> 00:37:42

rest or is stopped, dynamic loading will occur, and this is

00:37:42 --> 00:37:47

one of the reasons why only 67% of the static load is taken as the

00:37:47 --> 00:37:50

capacity. So you're not gonna load the crane to its maximum capacity.

00:37:50 --> 00:37:53

You're gonna take only two thirds of that maximum capacity

00:37:55 --> 00:38:00

wind loads. Again, as we have seen in one of the the catastrophic

00:38:00 --> 00:38:03

collapses of cranes. Tower cranes are wind sensitive machines.

00:38:03 --> 00:38:07

Because of their high contact surface area, operations should be

00:38:07 --> 00:38:11

discontinued when wind velocities exceed the manufacturers maximum

00:38:11 --> 00:38:16

permissible in service wind velocity, which is usually in the

00:38:16 --> 00:38:20

30 to 40 miles per hour range. So if you have strong gusts of wind,

00:38:20 --> 00:38:26

you may suspend operations until that gust is over, and then resume

00:38:26 --> 00:38:30

work later on. If there's going to be a storm, then the crane must be

00:38:30 --> 00:38:33

locked and secured so that the boom does not rotate, as we have

00:38:33 --> 00:38:36

seen in the previous video clip.

00:38:39 --> 00:38:42

Again, the American Society of Mechanical Engineer standards

00:38:42 --> 00:38:46

require that for structural competence, dynamic effects

00:38:46 --> 00:38:50

associated with hoisting and slowing and wind at maximum

00:38:50 --> 00:38:56

service velocity be considered so there's no safety factor

00:38:56 --> 00:38:59

requirement, as with the tipping conditions. In this case, it's

00:38:59 --> 00:39:01

again left to the consideration and the expertise and the

00:39:01 --> 00:39:06

experience of the operator and the project manager who should stop

00:39:06 --> 00:39:11

the operation if there's any danger to people or to property,

00:39:15 --> 00:39:18

because of how tower craze are loaded, are load rated and from

00:39:18 --> 00:39:23

experience, it's recommended that a 5% work margin be maintained on

00:39:23 --> 00:39:28

every tower crane lift. So if the weight of the load is 15,000

00:39:29 --> 00:39:33

pounds, the weight of rigging is 400 pounds, so the total weight is

00:39:33 --> 00:39:34

15,400

00:39:35 --> 00:39:39

we're gonna allow an extra 5% working margin, which is a factor

00:39:39 --> 00:39:40

of safety of 1.05

00:39:41 --> 00:39:44

therefore the required capacity for the crane which can be

00:39:44 --> 00:39:47

obtained from the table is 16,170

00:39:48 --> 00:39:49

pounds.

00:39:51 --> 00:39:55

And here is a sample of the tau crane loading tables. Again, it

00:39:55 --> 00:39:59

shows for different boom lengths or lengths of the jib and.

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