To create an own Architectural drawing consisting of floor plan, Elevations and section for the plot size 60'x20' and also create the structural drawing for Column, Footing and Beam in AutoCad.

1.   2.   3. Insert the name of each blocks in the table using field tool in the insert, after making the blocks with appropriate names.   4.   5. First we created each shapes and enterd it's details using attributes. And make each as a block. Table is made by using DATA EXTRACTION command.    …

1. Door size- 915mm   2.   3.      

Used commands: MVIEW PS MS VIEWPORT SCALE TEXT ZOOM DIM 1.   2.   3.  

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Front side. Back side.    

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1.  I selected A) Multi- unit residential apartments.   2. The open space around the building shall not be less than 4.5m. The type of construction as type 2 construction, the FAR value for the buisness building shall be taken as 2.9. The plot size is taken as 40mx70m i.e, 2800m^2 and individual floor area is…

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Q1 1. Open STAAD.Pro software and locate the share option available in the introduction screen. After clicking on the share button, select send mail option. Browse the .std file on your machine and send it. 2. Concrete Steel Aluminium Timber Composite sections. 3. yes, In utilities- Take pictures. 4. Analytical model.…

1.a)ObservationConcrete crushed and the reinforced is exposed.Concrete spalled beyond the reinforcement which may be a sign of rupture.Beam top portion looks safe because of the flange advantage from slab.The crack develops from bottom to top means rebar yielding occurs in support bottom only.Result & ConclusionIts…

1.STATIC ANALYSISStatic analysis can only be performed if the system being simulated does not depend on time, and if the loads being applied are constant.Static analysis don't consider inertia.Static refers to the force that has constant size, position direction on or within a structure.There is no necessity to count inertia…

Answer

1.Investigation of the framing plan with respect to symmetry in X-direction:If we split the plan vertically half, it will look mirrored. So we conclude the given plan is symmetric in X-direction.Investigation of the framing plan with respect to symmetry in Y-direction:If we split the plan horizontally half, it will look…

1.CRITERIAFigure (a)Figure (b)Figure (c)Restraint floor shrinkageObservationFull restraints at all corners Corners are left free but restraints along the edgeNon uniform restraints ConclusionFigure (a) will have higher restraint to shrinkage. thus lead to cracks in the floor. Figure (b) is average. Figure (c)…

The fundamental translational natural period at X- direction is 4.58 and Y- direction is 4.37 therefore it is approximately equal to the value given.The torsional mode time period is lesser than X and Y direction time periods.First three modes together should contribute atleast 65% in mass participation factor in each…

CRITERIAMODELANALYSIS RESULTCONCLUSIONEffect of stiffness on time periodBuilding E (10 storey with varying column size)1.731 sThe varying column sized building is more stable than the uniform sized column buildings because in uniform sized column building the excess mass is lumpded in the storey and it increases by the…

Lo = 650mmconfinement spacing not more than= 100mmamount of confinement rebar= 169mm^2

The o/s in the beam represents the over shear stress in the represent beam. So shear stress is load/area so we can reduce the load or increase the area to minimize the shear stress. And also we can increase the shear capacity by increasing the grade of concrete.Longitudinal reinforcingShear reinforceSway shear

Data required for ETABS analysisPinned support, Base + 9 story (ground to terrace)+ 1 mumtyAssume Column 450mm x 600mm, Beam 400mm x 500mm, Slab 150mm thick, Shear wall 300mm thick.Live load 2.5 KN/m^2, Floor finish 1.5 KN/m^2, Wall load 5 KN/m, Water tank 20k litre over mumty equivalent to 200 KN overall load.Conceptual…

Column size = 400 x 400The compression axial load for the load combination of (1.5 DL + 1.5 LL) is 2000 KNThe safe soil bearing capacity is 150 KN/m2 at foundation depth below E.G.L = 2 metres Grade of concrete for footing = M25Footing sizecolumn load 2000KN10% of footing self weight + 2000x10/100+ 200KNAxial load…