Ihab Saad – Cranes and lifting equipment

Ihab Saad
Share Page

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: Summary ©

00:00:00 --> 00:00:00
			I
		
00:00:07 --> 00:00:10
			welcome to another lecture in
construction equipment, and today
		
00:00:10 --> 00:00:13
			we're going to be talking about
lifting and loading equipment.
		
00:00:13 --> 00:00:15
			Primarily we're going to be
talking about cranes. We're going
		
00:00:15 --> 00:00:18
			to discuss what are different
types of cranes and how to
		
00:00:18 --> 00:00:22
			calculate their loads and their
cycle times and so on and so
		
00:00:22 --> 00:00:22
			forth.
		
00:00:24 --> 00:00:25
			So
		
00:00:26 --> 00:00:29
			we're going to start with a review
of some of the issues, the safety
		
00:00:29 --> 00:00:32
			issues related to cranes, because,
again, these are
		
00:00:33 --> 00:00:36
			heavy equipment used for heavy
lifting, and therefore we have to
		
00:00:36 --> 00:00:41
			be very cautious while using them.
So I'm going to show a few video
		
00:00:41 --> 00:00:48
			clips of some crane disasters,
crane accidents, and we're going
		
00:00:48 --> 00:00:50
			to pick up the discussion forward
following that
		
00:00:54 --> 00:00:59
			here. As you can see, we have a
crane lifting a huge truss for the
		
00:00:59 --> 00:01:03
			roof of a structure, and then
suddenly, as you're gonna see,
		
00:01:04 --> 00:01:06
			something with the balance of the
truss,
		
00:01:08 --> 00:01:11
			causes a problem. And as you can
see, the crane is tilting,
		
00:01:11 --> 00:01:15
			collapsing and falling down that
can cost
		
00:01:16 --> 00:01:20
			1000s, if not hundreds of 1000s of
dollars when it comes to the price
		
00:01:20 --> 00:01:23
			of the crane itself, the cost of
the crane and the cost of the seed
		
00:01:23 --> 00:01:26
			structure it was carrying, in
addition to any damages to the
		
00:01:26 --> 00:01:30
			structure itself, to the building
itself, and, of course, any
		
00:01:30 --> 00:01:33
			injuries or, God forbid,
fatalities.
		
00:01:37 --> 00:01:42
			Here again, it shows a crane
lifting that load that was not
		
00:01:42 --> 00:01:46
			properly secured. And as we're
gonna see, that load includes some
		
00:01:46 --> 00:01:51
			heavy equipment, probably for
HVAC, and it's being lifted
		
00:01:51 --> 00:01:57
			gradually, but as you can see,
suddenly, it collapses and falls
		
00:01:57 --> 00:02:02
			on a car. Thank God that there was
no one in that car, but as you can
		
00:02:02 --> 00:02:06
			see, the person was standing very
close to that car, which could
		
00:02:06 --> 00:02:09
			have caused some severe injuries
and maybe even fatalities.
		
00:02:17 --> 00:02:22
			And here's the third one, again, a
crane lifting a heavy truck.
		
00:02:30 --> 00:02:33
			And as you can see, the truck is
lifted from four corners.
		
00:02:34 --> 00:02:37
			Actually, that's another crane.
That's another telescopic Crane
		
00:02:37 --> 00:02:38
			being lifted.
		
00:02:39 --> 00:02:43
			And there's a tagline, as you can
see at the bottom, held by that
		
00:02:43 --> 00:02:48
			person, trying to guide that load
to where it should be.
		
00:02:52 --> 00:02:54
			So far it's going well.
		
00:03:00 --> 00:03:05
			And then you can see the tilting
of the load and collapse again,
		
00:03:06 --> 00:03:08
			that can result in severe damages.
		
00:03:13 --> 00:03:17
			And finally, here we have a tower
crane, and the tower crane was
		
00:03:17 --> 00:03:21
			erected to build a certain
structure, and then there was a
		
00:03:21 --> 00:03:22
			storm. Let's
		
00:03:25 --> 00:03:27
			see if we're going to be able to
play that clip.
		
00:03:31 --> 00:03:32
			Let me go back
		
00:03:33 --> 00:03:34
			try to play the clip. As
		
00:03:40 --> 00:03:43
			you can see, there seems to be a
storm or something, and that crane
		
00:03:43 --> 00:03:48
			has not been secured properly, so
it keeps rotating freely, and it
		
00:03:48 --> 00:03:51
			can hit something, and it can
cause some severe damage.
		
00:03:52 --> 00:03:55
			Some of you may have seen some
pictures of
		
00:03:56 --> 00:04:00
			crane dangling from a high rise
building recently, following a
		
00:04:00 --> 00:04:02
			recent storm. So again,
		
00:04:04 --> 00:04:08
			as you can see, the wind causes
that crane to rotate freely. So
		
00:04:10 --> 00:04:13
			now we're going to start talking a
little bit about the types of
		
00:04:13 --> 00:04:16
			cranes that we're going to talk
about specific types of lifting
		
00:04:16 --> 00:04:21
			and loading equipment. Include
forklifts, man lifts, which again,
		
00:04:21 --> 00:04:26
			are used to lift personnel to
perform either maintenance or
		
00:04:26 --> 00:04:31
			repair or installations, material
handlers, lift trucks, mobile
		
00:04:31 --> 00:04:35
			cranes and tower cranes. All of
these are different types of
		
00:04:35 --> 00:04:36
			lifting and loading equipment.
		
00:04:38 --> 00:04:41
			The crane is the primary machine
used for vertical movement of
		
00:04:41 --> 00:04:44
			construction material. So here in
these pictures, we have different
		
00:04:44 --> 00:04:49
			pictures of different types of
cranes. Here we have a telescoping
		
00:04:49 --> 00:04:53
			boom truck mounted crane where
this is the telescopic boom, and
		
00:04:53 --> 00:04:56
			it's mounted on a truck. As you
can see, it can carry a heavy
		
00:04:56 --> 00:04:59
			load, because this this number of
Acts.
		
00:05:01 --> 00:05:04
			Animals and all terrain crane.
Again, it has a higher ground
		
00:05:04 --> 00:05:10
			clearance, allowing it to work on
rugged surfaces. And again,
		
00:05:10 --> 00:05:13
			another rough terrain crane,
pretty much similar to the All
		
00:05:13 --> 00:05:14
			Terrain
		
00:05:15 --> 00:05:19
			and these are the cranes for heavy
lifting, very heavy lifting,
		
00:05:19 --> 00:05:21
			lifting equipment or lifting other
		
00:05:22 --> 00:05:28
			materials, a crawler crane and a
lattice boom truck mounted crane
		
00:05:28 --> 00:05:31
			similar to the crawler crane, but
on a truck mounted
		
00:05:32 --> 00:05:38
			for easier motion and moving on
roads and so on and so forth. And
		
00:05:38 --> 00:05:41
			this is another view of the
crawler crane with the lattice
		
00:05:41 --> 00:05:46
			boom. Basically, it's sort of a
truss to reduce the weight of the
		
00:05:46 --> 00:05:49
			boom itself and allow it to carry
heavier weight. And
		
00:05:52 --> 00:05:57
			that's another view here of the
double lattice boom crane. The
		
00:05:57 --> 00:06:00
			load is going to be mounted on
this side, and we have
		
00:06:00 --> 00:06:04
			counterweights to counterbalance
the load and prevent the crane
		
00:06:04 --> 00:06:05
			from overtipping.
		
00:06:09 --> 00:06:12
			So crawler cranes, the full
revolving superstructure of this
		
00:06:12 --> 00:06:16
			type of unit is mounted on a pair
of parallel crawler tracks. So
		
00:06:16 --> 00:06:20
			here are the tracks, and on top of
these, we're going to have the
		
00:06:20 --> 00:06:24
			full revolving apparatus. That's
basically the crane itself. The
		
00:06:24 --> 00:06:27
			crawlers provide the crane with
good travel capability around the
		
00:06:27 --> 00:06:30
			job site. So again, if you have a
rough terrain on the job site,
		
00:06:31 --> 00:06:34
			muddy terrain or whatever, then
you're going to be able to move
		
00:06:34 --> 00:06:38
			with this crawler crane. It's not
designed for travel on highways,
		
00:06:38 --> 00:06:40
			because, of course, the tracks are
going to damage the pavement.
		
00:06:45 --> 00:06:48
			So again, here's the lattice boom
crawler crane rig to the jib
		
00:06:48 --> 00:06:52
			extension. This is the jib
extension to extend the reach of
		
00:06:52 --> 00:06:52
			the boom.
		
00:06:55 --> 00:06:59
			And here's another jib extension,
as you can see, this is the main
		
00:06:59 --> 00:07:00
			boom, and that's the extension,
		
00:07:02 --> 00:07:05
			as you can see, it has a very far
reach. It can reach higher
		
00:07:05 --> 00:07:06
			elevations.
		
00:07:09 --> 00:07:13
			And here's the rubber track,
telescoping boom crawler crane on
		
00:07:13 --> 00:07:17
			an urban project. Now, this can
work on on regular streets and
		
00:07:17 --> 00:07:20
			highways because of the rubber
tracks that are not going to
		
00:07:20 --> 00:07:24
			damage the pavement, so it has the
benefit of tracks to allow for
		
00:07:24 --> 00:07:27
			better traction, and at the same
time, it's rubber tracks so it can
		
00:07:27 --> 00:07:29
			move on regular roads and
highways.
		
00:07:30 --> 00:07:34
			And this is, of course, a
telescoping boom that can be
		
00:07:34 --> 00:07:36
			extended hydraulically to reach
farther distances.
		
00:07:39 --> 00:07:42
			And here's an extendable
counterweight to increase the
		
00:07:42 --> 00:07:46
			lifting capacity. The
counterweight is here at the back
		
00:07:46 --> 00:07:50
			of the crane, and the farther it
can extend hydraulically, it
		
00:07:50 --> 00:07:53
			offers better balance for the
crane to counterbalance the load
		
00:07:53 --> 00:07:55
			at the end of the boom on this
side
		
00:08:00 --> 00:08:04
			for the crawler crane, some of the
common dimensions, the maximum
		
00:08:04 --> 00:08:07
			boom length can be anywhere
between 100 to 400 feet. So it can
		
00:08:07 --> 00:08:11
			be really tall. The maximum fly
jib length, which is the
		
00:08:11 --> 00:08:16
			extension, can be anywhere between
30 to 120 feet. The maximum radius
		
00:08:16 --> 00:08:20
			for operation of the boom is
anywhere between 80 and 300 feet,
		
00:08:21 --> 00:08:26
			and the minimum radius is going to
be 10 to 15 feet. So it can lift a
		
00:08:26 --> 00:08:29
			very heavy load in that very
limited minimum radius,
		
00:08:33 --> 00:08:36
			some of the common capacities, the
maximum lifting capacity at
		
00:08:36 --> 00:08:42
			minimum radius can be 30 to 600
tons. So 600 tons, that's a really
		
00:08:42 --> 00:08:45
			heavy load, and really heavy
crane. The maximum travel speed,
		
00:08:46 --> 00:08:49
			since this is a crawler, is going
to be relatively slow. It's 5200
		
00:08:49 --> 00:08:52
			feet per minute, which is point
six to 1.2 miles per hour.
		
00:08:54 --> 00:08:58
			The ground bearing pressure seven
to 20 psi. So it has a relatively
		
00:08:58 --> 00:09:02
			low ground bearing pressure
because of the load being
		
00:09:02 --> 00:09:05
			distributed along the tracks,
which creates a larger contact
		
00:09:05 --> 00:09:06
			surface with the ground.
		
00:09:09 --> 00:09:11
			Psi, of course, is pounds per
square inch.
		
00:09:14 --> 00:09:18
			So here we have a table for the
cranes that shows what's the boom
		
00:09:18 --> 00:09:23
			length and at the different
operating radii, what would be the
		
00:09:23 --> 00:09:28
			maximum allowable load. So as you
can see here, for example, if
		
00:09:28 --> 00:09:30
			you're operating only at 10 feet
radius
		
00:09:31 --> 00:09:36
			for a 4040 foot boom length, you
can carry a load of 80,000
		
00:09:37 --> 00:09:39
			pounds. That's 40 tons.
		
00:09:40 --> 00:09:45
			But if you extend that radius to
40 feet, as you can see, the load
		
00:09:45 --> 00:09:49
			drops considerably to only about
five and a half tons or so. So
		
00:09:49 --> 00:09:53
			from 40 tons to about five and a
half tons based on the radius, of
		
00:09:53 --> 00:09:55
			course, the longer the boom,
		
00:09:57 --> 00:09:59
			as you can see here, for example,
with the 140 foot.
		
00:10:00 --> 00:10:05
			A boom. It operates at a radius of
30 feet. It can lift 15,500
		
00:10:06 --> 00:10:12
			pounds, and at 100 feet, that's a
far reach, it can have only 11 130
		
00:10:13 --> 00:10:13
			pounds. So
		
00:10:17 --> 00:10:20
			let's look at an example. Here, a
contractor will use an American
		
00:10:20 --> 00:10:25
			590, 9c crawler crane. C for
crawler crane to support steel
		
00:10:25 --> 00:10:28
			construction of an industrial
plant, the longest operating
		
00:10:28 --> 00:10:34
			radius will be 50 feet, and the
highest required reach is 65 feet.
		
00:10:35 --> 00:10:38
			That's the vertical reach. The
bottom of the boom is mounted on
		
00:10:38 --> 00:10:43
			the crane structure five feet
above the ground, and the hook and
		
00:10:43 --> 00:10:47
			slings weigh 1000 pounds. What is
the length of the boom to be
		
00:10:47 --> 00:10:51
			mounted on this crane, and what is
the maximum load the crane can
		
00:10:51 --> 00:10:57
			lift safely at an operating radius
of 50 feet. So it's just a very
		
00:10:57 --> 00:11:02
			simple geometry and trigonometry
problem we have to draw this
		
00:11:03 --> 00:11:06
			problem. So we have here a radius
of 50 feet,
		
00:11:07 --> 00:11:12
			and here we have the height. The
Reach is equal to only 60 feet,
		
00:11:12 --> 00:11:15
			not 65 because, again, the boom
itself is five feet above the
		
00:11:15 --> 00:11:21
			ground. Therefore if the reach,
the total reach is 65 then the
		
00:11:21 --> 00:11:24
			actual height is going to be 60
feet. So using the Pythagorean
		
00:11:24 --> 00:11:30
			Theorem, we get that this
hypotenuse is equal to 78 feet. So
		
00:11:30 --> 00:11:33
			we're going to use a boom that's
80 feet because we have a boom of
		
00:11:33 --> 00:11:38
			50 or 80 and so on. So from the
tables, this table, for example,
		
00:11:38 --> 00:11:43
			we're going to use an 80 foot boom
and we have a 50 foot radius, so
		
00:11:43 --> 00:11:51
			the load can be up to 8080 pounds.
But we have hook and slings that
		
00:11:51 --> 00:11:55
			are equal to 1000 pounds, which
has to be deducted from the total
		
00:11:55 --> 00:11:59
			load. Therefore, the maximum safe
load is going to be the 8080,
		
00:12:00 --> 00:12:05
			which is what the table gives,
minus the sling and so on, at the
		
00:12:05 --> 00:12:10
			hook and sling, which is 1000
pounds, and that gives 7080 pounds
		
00:12:10 --> 00:12:12
			at the ad at the tip of that boom.
As
		
00:12:14 --> 00:12:16
			you can see, the problem is very
simple.
		
00:12:18 --> 00:12:21
			Now talking about telescoping
boom, truck mounted cranes.
		
00:12:23 --> 00:12:27
			As you can see here, it's mounted
on a truck, and the truck has out
		
00:12:27 --> 00:12:31
			triggers. These are the out
triggers that can extend to the
		
00:12:31 --> 00:12:36
			sides to give better balance and
stability to the truck, increase
		
00:12:36 --> 00:12:40
			the width of the base of the
truck, therefore improving the
		
00:12:40 --> 00:12:44
			balance. And in this case, what's
going to happen is that once these
		
00:12:44 --> 00:12:48
			hydraulic arms are lowered down,
they are lower to an extent where
		
00:12:48 --> 00:12:52
			the tires of that truck are not
touching the ground anymore, so
		
00:12:52 --> 00:12:54
			the full load is supported by the
outriggers.
		
00:12:55 --> 00:12:59
			And here's the telescoping boom.
These are truck cranes that have a
		
00:12:59 --> 00:13:00
			self contained telescoping boom,
		
00:13:02 --> 00:13:06
			the out trigger or on large steel
mat to prevent damage to pavement.
		
00:13:06 --> 00:13:11
			So here you can have the white
steel mat, or light something like
		
00:13:11 --> 00:13:15
			this, the out triggers. Out
trigger on layered steel mats.
		
00:13:15 --> 00:13:19
			Note the dangerous ground
deformation again. Here, for
		
00:13:19 --> 00:13:23
			example, you're going to notice
that the pressure of the
		
00:13:23 --> 00:13:27
			outriggers on the mat is going to
create some ground deformation
		
00:13:27 --> 00:13:30
			because the ground is relatively
soft. So you could, you should
		
00:13:30 --> 00:13:34
			increase the width of that mat to
avoid the high pressure on the
		
00:13:34 --> 00:13:38
			soil that can cause deformation
and instability of the whole
		
00:13:38 --> 00:13:39
			crane.
		
00:13:42 --> 00:13:46
			Here. The crane is raised on the
out triggers. And here it has an
		
00:13:46 --> 00:13:50
			extension, extension jib. It could
be hydraulic. It could be
		
00:13:50 --> 00:13:53
			telescopic with an extension jib
as well.
		
00:13:57 --> 00:14:01
			Common dimensions, the maximum
boom length, 70 to 170, feet,
		
00:14:01 --> 00:14:07
			maximum fly jib length, 3200 feet.
Maximum radius for the womb, only
		
00:14:07 --> 00:14:12
			six 260 240 feet, and the minimum
radius 10 feet for most models.
		
00:14:12 --> 00:14:16
			Now let's look at the capacity.
The common capacity is anywhere
		
00:14:16 --> 00:14:21
			between 20 and 120 tons, at
minimum radius, maximum travel
		
00:14:21 --> 00:14:26
			speed, 40 to 70 miles per hour. So
here's the compromise, here's the
		
00:14:26 --> 00:14:31
			trade off, that we have relatively
lower load to be lifted by that
		
00:14:31 --> 00:14:35
			crane, but higher mobility of the
crane, because this can travel on
		
00:14:35 --> 00:14:38
			highways, so you don't want to
waste much time in its
		
00:14:38 --> 00:14:42
			transportation. Number of axles
between three and four.
		
00:14:47 --> 00:14:50
			And here we have the lattice boom
truck mounted crane, very similar
		
00:14:50 --> 00:14:54
			to the hydraulic telescoping boom,
but in this case, we have a
		
00:14:54 --> 00:14:59
			lattice boom which is lighter in
weight. The lattice boom structure
		
00:14:59 --> 00:14:59
			is light.
		
00:15:00 --> 00:15:03
			Weight. This reduction in boom
weight means additional lift
		
00:15:03 --> 00:15:07
			capacity, as the machine
predominantly handles hoist load
		
00:15:07 --> 00:15:09
			and less weight of the boom
itself,
		
00:15:12 --> 00:15:15
			the common capacity, again,
maximum lifting capacity, anywhere
		
00:15:15 --> 00:15:19
			between 50 to 600 tons. So that's
heavy lifting here again, maximum
		
00:15:19 --> 00:15:22
			travel speed, 40 to 60 miles per
hour, little bit slower than the
		
00:15:22 --> 00:15:26
			other one, the telescoping, but
still relatively good speed, 40 to
		
00:15:26 --> 00:15:31
			60 miles per hour. Number of axles
anywhere between four to eight to
		
00:15:31 --> 00:15:34
			accommodate the very heavy
lifting, up to 600 tons.
		
00:15:36 --> 00:15:42
			The common dimensions, the maximum
boom length, up to 470 feet. From
		
00:15:42 --> 00:15:43
			170 to 470
		
00:15:44 --> 00:15:46
			maximum fly jib length 40 to 300
		
00:15:47 --> 00:15:52
			maximum radius for the boom, only
130 to 380 feet. As you can see,
		
00:15:52 --> 00:15:57
			this is much larger than the
telescoping boom, and the minimum
		
00:15:57 --> 00:15:59
			radius anywhere between 10 to 25
feet. So
		
00:16:04 --> 00:16:07
			for rough terrain cranes, again,
as you can see, this has a very
		
00:16:07 --> 00:16:11
			high ground clearance. These units
are equipped with unusually large
		
00:16:11 --> 00:16:15
			wheels and closely spaced axles to
improve maneuverability at the job
		
00:16:15 --> 00:16:20
			site so you can it has relatively
low turning radius. They earn the
		
00:16:20 --> 00:16:23
			right to their name by their high
ground clearance, as well as the
		
00:16:23 --> 00:16:27
			ability to move on steep slopes.
Usually, therefore we drive to
		
00:16:27 --> 00:16:32
			allow for better track. Here we
have a telescoping lattice boom,
		
00:16:33 --> 00:16:36
			so it has the benefit of the
telescoping boom, and at the same
		
00:16:36 --> 00:16:38
			time, it's a lattice boom for
lighter weight,
		
00:16:40 --> 00:16:41
			the common dimensions,
		
00:16:44 --> 00:16:49
			maximum boom length, 80 to 140
feet. Maximum flight, jib length,
		
00:16:49 --> 00:16:55
			20 to 90 feet, relatively small or
short. Maximum radius 70 to 120
		
00:16:55 --> 00:16:59
			feet, and minimum radius 10 feet.
For most models, the capacity is
		
00:16:59 --> 00:17:05
			also relatively, relatively
limited, 20 to 90 tons travel
		
00:17:05 --> 00:17:09
			speed, 15 to 35 miles per hour
because of the rough terrain and
		
00:17:09 --> 00:17:11
			number of axles, two for all
models,
		
00:17:15 --> 00:17:16
			the All Terrain cranes.
		
00:17:18 --> 00:17:22
			These cranes have an undercarriage
capable of long distance highway
		
00:17:22 --> 00:17:25
			travel. It has more than two
axles,
		
00:17:28 --> 00:17:32
			yet the carrier has an all axle
drive and all wheel steering, crab
		
00:17:32 --> 00:17:36
			steering, large tires and high
ground clearance. So again, crab
		
00:17:36 --> 00:17:40
			steering, we talked about that it
can move relatively sideways and
		
00:17:40 --> 00:17:45
			all wheel steering, allowing it to
turn in a smaller radius. All
		
00:17:45 --> 00:17:49
			Wheel Drive to give better
traction and high ground clearance
		
00:17:49 --> 00:17:51
			to be able to move on rough
terrains as well.
		
00:17:53 --> 00:17:58
			The Dimensions slightly larger
than the rough terrain crane, 100
		
00:17:58 --> 00:18:05
			to 27 270 feet maximum flyg
length, 30 to 240, feet. Maximum
		
00:18:05 --> 00:18:06
			radius, 70 to 250,
		
00:18:07 --> 00:18:12
			maximum radius, 100 to two, 300
and it can increase up to 400 feet
		
00:18:12 --> 00:18:16
			for the largest machines, minimum
radius, eight to 10 feet.
		
00:18:20 --> 00:18:24
			Common capacities. The maximum
lift capacity is 30 to 300 tons,
		
00:18:24 --> 00:18:25
			relatively,
		
00:18:28 --> 00:18:33
			relatively high. Maximum travel
speed, 40 to 55 miles per hour,
		
00:18:33 --> 00:18:38
			acceptable, very good speed.
Number of axles, two to six and up
		
00:18:38 --> 00:18:40
			to eight or nine, even for very
heavy crates.
		
00:18:45 --> 00:18:48
			Now you can you're gonna see these
crawler cranes for heavy lifting,
		
00:18:48 --> 00:18:51
			lifting, as you can see here. This
is the roof truss, probably for a
		
00:18:51 --> 00:18:54
			stadium, something like that, as
we have seen in the in the
		
00:18:54 --> 00:18:58
			accident that we saw at the
beginning of this presentation. So
		
00:18:58 --> 00:19:01
			and here we have the
counterweights, as you can see,
		
00:19:01 --> 00:19:03
			this is going to be very, very
heavy lifting.
		
00:19:05 --> 00:19:08
			Addition counterweight mounted on
a wheeled platform to increase
		
00:19:08 --> 00:19:09
			lifting capacity.
		
00:19:13 --> 00:19:15
			It's suitable for building
projects. Low Rise structures,
		
00:19:15 --> 00:19:18
			short cycle times. High Rise
structures,
		
00:19:20 --> 00:19:24
			it's going to have longer cycle
times, high speed, high volume
		
00:19:24 --> 00:19:28
			operations like concrete
placement. For site conditions,
		
00:19:28 --> 00:19:30
			you have to select the position
and location where you're going to
		
00:19:30 --> 00:19:35
			locate that crane and the vertical
reach requirements to avoid
		
00:19:35 --> 00:19:37
			contact with power lines and
things like that.
		
00:19:41 --> 00:19:44
			For industrial projects, it's very
precise.
		
00:19:45 --> 00:19:46
			It can carry very heavy loads,
		
00:19:47 --> 00:19:51
			working around fixed objects, and
again, you have to check the site
		
00:19:51 --> 00:19:54
			conditions and the vertical reach
requirements
		
00:19:56 --> 00:19:59
			for heavy civil projects. It can
be also used for Bri.
		
00:20:00 --> 00:20:03
			Construction, for example, as you
can see, it's carrying the beams
		
00:20:03 --> 00:20:09
			for a bridge. Again, it's very
precise. Can carry heavy loads,
		
00:20:09 --> 00:20:12
			high speed, high volume
operations, multiple work
		
00:20:12 --> 00:20:16
			locations based on its ground
clearance and its flexibility. And
		
00:20:16 --> 00:20:19
			you have to check the site
conditions and the vertical reach
		
00:20:19 --> 00:20:20
			requirements as well.
		
00:20:22 --> 00:20:28
			I now that we're done with the red
with the ground moving cranes,
		
00:20:28 --> 00:20:32
			we're gonna start looking at tower
cranes. And tower cranes, as you
		
00:20:32 --> 00:20:36
			can see, have different shapes,
different forms. One is called the
		
00:20:36 --> 00:20:40
			*, or flat top tower crane,
like this one.
		
00:20:41 --> 00:20:45
			The other one is the hammer line,
which has the cables extending on
		
00:20:45 --> 00:20:47
			top of the crane itself.
		
00:20:48 --> 00:20:52
			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.