Please define streamline, streakline, and pathline (illustrations welcome):

Q2: For analyzing a structure, shear force and bending moment diagrams were plotted for a simply supported beam of span 8 m when subjected to a uniformly distributed load of ‘w’ kN/m over a length of 4 m from the left end support, a point load ‘2.4 w’ kN at a distance 6 m from the left end support and another uniformly distributed ‘0.6 w’ kN/m at a distance 2 m from the right end support. It was noted that the magnitude of shear force at distance 4 m from the left end support is equal to (-12.5 kN). Suggest a suitable value for ‘w’ based on the given data. How it will change the reactions at the supports, shear force and bending moment values. By plotting bending moment and shear force diagram for the beam briefly conclude the relationship between the values for shear force and bending moment.

Describe about the fundamentals of facultative ponds

Compute |A|, the determinant of A (note: rounding errors during computation may cause Matlab to return a value like 6.2137e-16 in place of 0; in such cases, write 0 as your answer; though not necessary, you can verify the answer by computing the value of the determinant by hand). State the Matlab function you use to compute the determinants.

Using 7/8 in diameter ASTM A325-N bolts in standard holes and E70 electrodes. Design a bolted flange-plated FR moment connection between a W12×50 beam and a W14×90 column flange (RD = 15 kips; MD = 60 kip-ft) and (RL = 30 kips; ML = 120 kip-ft). For shear plate use three bolts:

(I) Check the beam available flexural strength

(ii) Design single-plate web connection

(iii) Check the connecting elements rupture strength at welds

Sketch the connection.

Question 1. a) Modern Methods of Construction (MMC) is a term which has been commonly applied to construction activities. Using your own words supported by references, provide an explanation of MMC and detail the technical construction procedures classified as MMC and explain how these differ from traditional construction

Explain the use of GOC, GAS CAP, OWC in reservoir fluid contacts

What are the different Asphalt Tests at least 5 Tests

Format

1. Name of Test

Reference

Objective

Materials and Equipment

Procedure

THANK YOU we were asked to describe 20 Tests and I have done 12 so far.

To the person who will help. SUPER THANK YOU

. A simply supported reinforced concrete beam needs to be designed with the following details: Size of Beam: 350 mm x 450 mm. Effective length of Beam: 8 m. Dead Load excluding self-weight of Beam: 30.5 kN/m Reinforcement: 25 mm bars and 8 mm stirrups Effective cover to compression reinforcement: 30 mm

i. Design the beam and find out the number of bars required.

ii. Design the beam for shear.

iii. Draw the detailing of beam.

Live load = 3KN/m square.
The missing values should be assume.
Extracts of BS8110

* Assume any data if missing.
* Consider fcu=40 N/mm2
, fy = fyv = 460 N/mm2
, moderate exposure condition and 1.5 hours of fire
resistance for all the questions.
* Use B.S 8110 for all your calculations and references.
* Draw the structural detailing after designing each member for all the questions.
*Unit weight of concrete as 25 kN/m3

. A simply supported reinforced concrete beam needs to be designed with the following details: Size of Beam: 350 mm x 450 mm. Effective length of Beam: 8 m. Dead Load excluding self-weight of Beam: 30.5 kN/m Reinforcement: 25 mm bars and 8 mm stirrups Effective cover to compression reinforcement: 30 mm

i. Design the beam and find out the number of bars required.

ii. Design the beam for shear.

iii. Draw the detailing of beam.

Live load = 8KN/m square.
The missing values should be assume.
Extracts of BS8110

A tangent section of highway has a -1.0% grade and ends at station 0+145 and
elevation 26 m. It must be connected to another section of highway that has a -1.0% grade and that
begins at station 1 + 350 and elevation 40 m. The connecting alignment should consist of a sag
curve, constant grade section, and crest curve, and be designed for a speed of 80 km/h. What is the
lowest grade possible for the constant grade section that will complete the alignment?