Object Information in AutoCAD 2020 Webinar

Object Information in AutoCAD 2020 Webinar

 

This webcast will teach those new to the AutoCAD software how to obtain important information about objects in AutoCAD 2020. In this webcast, learn how to:

* Use Quick Properties and Properties to obtain object information.
* Modify the properties of objects and also match the properties of two different objects.
* Obtain exact measurements of the objects using the measuring tools.

The content from this webcast is taken from Chapter 9 (Analyzing Model and Object Properties) of the ASCENT Learning Guide, AutoCAD 2020 Fundamentals.

Details

Title Object Information in AutoCAD 2020
Duration 49 Mins
Language English
Format MP4
Size  109 MB

 

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Bridge Bearings – POT BEARINGS

Bridge Bearings – POT BEARINGS

 

What are Bearings ?

Bearings are mechanical systems which transmit loads from the superstructure to the substructure. In a way, bearings can be thought of as the interface between the superstructure and the substructure.

Their principal functions are as follows:

1.To transmit loads from the superstructure to the substructure, and

2.To accommodate relative movements between the superstructure and
the substructure.

Types of Bearings:

Bearings may be classified in two categories:

1.Fixed bearings (allow rotations only)

2.Expansion bearings (allow both rotational and translational movements)

Following are the principal types of bearings currently in use:

1.Sliding Bearings

2.Rocker and Pin Bearings

3.Roller Bearings

4.Elastomeric Bearings

5.Curved Bearings

6.Pot Bearings

7.Disk Bearings

Pot Bearings

A pot bearing comprises a plain elastomeric disk that is confined in a shallow steel ring, or pot. Vertical loads are transmitted through a steel piston that fits closely to the steel ring (pot wall).

Translational movements are restrained in a pure pot bearing, and the gravity loads are transmitted through the steel piston moving against the pot wall. To accommodate translational movement, a PTFE sliding surface must be used. Keeper plates are often used to keep the superstructure moving in one direction.

Types of Pot Bearings

In general, the movement accommodated by fixed and expansion bearings can be classified by the following:

  1. Fixed bearings allow for rotation only
  2. Guided expansion bearings allow for rotation and longitudinal translation only
  3. Multi-directional expansion bearings (sliding bearings) allow for rotation and translation in any direction

Figure 1 : Types of Por Bearings

Fixed Pot-Bearings

A non-reinforced elastomer is placed between a precisely milled steel pot and a cylindrical lid.

Vertical loads are transmitted through a steel piston that fits closely to the steel pot wall. Flat sealing rings are used to contain the elastomer inside the pot. The elastomer behaves like a viscous fluid within the pot as the bearing rotates. Because the elastomeric pad is confined, much larger load can be carried this way than through conventional elastomeric pads.

Figure 2 : Fixed Pot-Bearings

Guided Pot-Bearings

A Uniaxial Displaceable Pot Bearing (Guided Pot Bearing) releases the lateral movements of bridge in any one direction utilizing a guide on the lid and a guiding groove in the gliding plate.

The gliding ability is accomplished by the embedded PTFE (Teflon®) disc and the gliding austenitic steel, which is welded onto the bottom of the gliding plate.

Figure 3 : Guided Pot-Bearings

Sliding Pot-Bearings

The Multiaxial Displaceable Pot Bearing (Sliding Pot Bearings) releases lateral movements of the bridge in all directions.

The gliding ability is accomplished by the embedded PTFE (Teflon®) disc and the gliding austenitic steel, which is welded onto the bottom of the gliding plate.

Figure 4 : Slidin Pot-Bearings

Components of Pot-Bearing

Figure 5 : Components of Pot-Bearing (Fixed Pot-Bearing)

Figure 6 : Components of Pot-Bearing (Guided Pot-Bearing)

 

Bearing Schedule

First, the vertical and horizontal loads, the rotational and translational movements from all sources including dead and live loads, wind loads, earthquake loads, creep and shrinkage, prestress, thermal and construction tolerances need to be calculated. Then, the table below may be used to tabulate these requirements.

 

Table 1 : Bearing Schedule Requirements

 

Installation of Pot-Bearing

Figure 7 : Steps to install Pot-Bearings

Figure 8 :Installation oof Pot-Bearings

 

SHRINKAGE AND CREEP EFFECTS ON BRIDGE DESIGN

SHRINKAGE AND CREEP EFFECTS ON BRIDGE DESIGN

 

SHRINKAGE:

Shrinkage cracks in concrete occur when excess water evaporates out of the hardened concrete, reducing the volume of the concrete.

CREEP:

Deformation of structure under sustained load. It’s a time dependent phenomenon. This deformation usually occurs in the direction the force is being applied. Like a concrete column getting more compressed, or a beam bending.
Creep does not necessarily cause concrete to fail or break apart. Creep is factored in when concrete structures are designed.

SHRINKAGE EFFECTS:

  • The shrinkage of the prestressed beam is different from the shrinkage of the deck slab.
  • This is due to the difference in age beam and slab therefore the differential shrinkage induce stresses in prestress composite beams.
  • Larger shrinkage of deck causes composite beams to sag.

DIFFERENTIAL SHRINKAGE :

  • Differential shrinkage between Slab and PS Beams creates internal stresses. It is assumed that half the total shrinkage of the beam has taken before the slab is cast.
  • The effect of differential shrinkage will be reduce by creep. Allowance is made for this in the calculation by using creep coefficient φ.
  • Φ (creep coefficient)= 0.43. Refer BS 8110 Clause 7.4.3.4
  • DIFFERENTIAL SHRINKAGE STRAIN:

έDS= 0.5 x (-300×10-6)

Refer BS 8110 Clause 7.4.3.4 Table 29

  • RESTRAINING FORCE:

 

RF = έDS x Ec x A(slab) x φ

  • RESTRAINING MOMENT:

RM = RF x eccentricity

Eccentricity = y top of composite section – half of slab thicknes

  • CALCULATION OF INTERNAL STRESSES

Restrained Stress (RS) = έDS x Ec x Ф

Axial Release (AR) = RF / X-sec area

Moment Release (MR) = RM x y / inertia

(for top and bottom stresses)

  • NET STRESSES:
  • TOP STRESSES:

Σ(RS , AR , MR)

  • BOTTOM STRESSES:

Σ(MR , AR)

CREEP EFFECTS:

  • We know creep are deformation under the sustained load as in case of prestressed beams prestressing load is applied at the bottom cause the deformation in upward direction and due to creep effect as time passes through long term deflections in upward direction is increases.
  • For camber calculation longterm deflection factors

Dead = 2.0, SDL = 2.3, Prestressing = 2.2

  • This increase in upward direction of simple span beam is not accompanied by stress in beam since there is no rotational restraint of the beam ends.
  • When simple span beam are made continuous through connection at intermediate support, the rotation at the end of the beam tend the creep to induce the stresses.

Bridge Expansion Joints Presentation

Bridge Expansion Joints Presentation

 

Why do we need joints?

  • Bridge deck joints allow a bridge to expand and contract due to a number of factors such as: temperature changes, deflections caused by live loads, creep and shrinkage of concrete etc.
  • Bridge deck joints are a necessary component of a properly designed and functioning structure.

Content:

  • FACTORS EFFECTING THE SELECTION OF DECK JOINT
  • SELECTION OF DECK JOINT TYPE
  • RECOMMENDATIONS FOR SELECTION OF DECK JOINT TYPE

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