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A report about (Substructure of one floor building in Oman)
Which includes
- Explain in details about activities of substructure
- Time taken or duration of each activities
- Recourse which include( equipment, marital and labour) and must mansion for each recourse the duration or time taken for work how often the time in a day or a week or a month and the cost of resource
- Estimated and actual cost for each activity(and if the estimated cost more than actual cost write the reason.
- Separate paragraph of each activity.
In each paragraph put Title
Note it required 15 pages and make sure the font size is 12 Times New Roman and The spacing of the lines must be 1.5 inches,using ‘justification' , and References.
Determine the required mass of block A so that when it is released from rest it moves the 5-kg block B a distance of .75m up along the smooth inclined plane in t=2s. Neglect the mass of the pulleys and cords.
Prepare a set of profile leveling notes for the data listed and show the page check. All the data is given feet. The elevation of BM A is 659.08 and the elevation of BM B is 648.47
Calculate the variation of the glide force and the climb force for the two dislocations as a function of the relative positions of the dislocations (i.e. as a function of θ).
Two simply supported beams are coupled so their centers have equal deflections. The upper beam has length L1 and lower beam has length L2. Determine the deflection of the center of the beams.
if the aircraft is encountering a steady side wind of speed vw=10 mi/hr , at what angle (a) should the pilot direct the aircraft so that the absolute velocity is parallel to the runway
The geometry of the models being produced should be presented in the report (including neat hand sketches). Discuss and explain reasons for the selection of. The type of geometry used - i.e. 2D, 3D .etc
Calculate and tabulate curve notes to run, by deflection angles and incremental chords, a 4°30' (arc definition) circular curve at full-station increments to connect the tangents.
A 1000 ft long steel pipe carries water from a reservoir with a water elevation at 826 ft. The pipe has a diameter of 12 in. with a wall thickness of .5 in. A gate valve at the downstream end is slowly closed during a half-mintue period
The testing machin that covers the right range of load is to be chosen. it is expected to load the material up to a strains of 3%. if th material must remain elastic over that range, what would be the maximum load
Using method of joints, calculate the forces in members EC and EF. Note that the length of the member CD is 3.464 m, the length of member EC is 2m, and angle CDE is 30 degree ( this will cut down a bit of trigonometry effort).
Calculate and plot the distribution of total and effective vertical stresses as well as pore-water pressure with depth from the ground surface up to the bedrock surface.
A piston-cylinder contains 40 kg water of which 20 kg is saturated liquid. The equilibrium pressure of the system is 100 kPa. a) Find the system initial volume b) The water undergoes an isothermal expansion until the pressure reaches 10 kPa.
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