When measuring vertical distances a level is already used. With the help of the stadia rod, distances are determined.
Click here for pdf notes on TWO PEG TEST
Click here for pdf noteS on DIFFERENTIAL LEVELING
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Pages
- Home
- ADVISING PROGRAM
- ADV MATH
- BLDG DESIGN 2
- BLDG DESIGN 2 LAB
- BRIDGE ENGG
- CE LAWS
- CONST MTRLS AND TESTING
- CONST MTRLS LAB
- CPM
- DYNAMICS
- ENGG SURVEYS
- ESTIMATES
- E. SURVEYING
- E. SURVEYING FIELD
- FLUID MECHANICS
- FLUID MECHANICS LAB
- HIGHWAY ENGG
- HYDRAULICS
- LATERAL LOADS ANALYSIS
- SANITARY ENGG
- STATICS
- STRENGTH OF MATERIALS
- TECHNICAL MECHANICS
- THEORY OF STRUCTURES
- TRANSPORTATION ENGG
Wednesday, 26 February 2020
Sunday, 16 February 2020
1.0 CONSTRUCTION PRE-PLANNING
Before the construction of a certain project will commensurate, planning within the owner, designer and the contractor should be accomplished properly. The Project Manager is the entity who shall make sure that the project will be complete at the target date according to the quality expected.
ASSESSMENT COVERAGE: NETWORK DIAGRAM AND IDENTIFICATION OF CRITICAL PATH
ASSESSMENT COVERAGE: NETWORK DIAGRAM AND IDENTIFICATION OF CRITICAL PATH
Sunday, 9 February 2020
Wednesday, 5 February 2020
TAPING: DETERMINING AREA OF RECTILINEAR FIELD BY TAPE
The tape can also be used to measure angles and not just for distances. By performing the chord bisection method or the 3:4:5 method, angles can be determined.
Click here for pdf file on Field work
Click here for pdf file on Field work
Sunday, 2 February 2020
2.0. INTRODUCTORY CONCEPTS OF PERT/CPM
With the complexity of having too many activities to complete a project, construction should have a PERT/CPM schedule for management to determine the availability of:
- Labor
- Materials
- Cost
- Time
Although scheduling can be done with Gantt Chart, there are still advantages of learning the basics of CPM.
Wednesday, 29 January 2020
1.0. INTRODUCTORY CONCEPTS OF BRIDGES
Although bridges are considered as a more expensive measure in creating passageways, there are so many instances that they are required. There are different classification based on different categories and various components that should be learned.
Thursday, 23 January 2020
TAPING: ON UNEVEN GROUND
Checking on horizontal distances on even ground seems easy enough, but most often the ground will be sloping, especially on raw spaces. Moreover, some cases will be that grasses are all over the plane that you would have to lift your measuring tape just the same. In such cases that it would be impossible to lay the tape to the ground, the method of "breaking tape" is the most feasible thing to do.
Breaking tape is the procedure when measuring horizontal distances should be done in partial segments. The procedure would require a little bit more than laying the tape horizontally but checking on the vertical alignment of the starting the ending points altogether. That is the procedure when you would need the use of a plumbob.
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In doing this procedure, it would be best to have short segments than long ones in order to reduce the error due to tape sagging. Another cause of error is for the misalignment of the points when working on different segments. Note that at some point, the ending point would have to be reflected a little distance up the ground.
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