Week 3 Challenge

AIM: To design and analysis the model  Assumetion: Pinned support ,base + 5 stroy  column size 450*650,beam size 400*500 and slab thickness 150mm Floor live load 2 KN/m^2 Terrace live load 1 KN/m^2 floor finish / celing finish = 1KN/m^2 partition wall load = 3.5  KN/m^2 balcony wall load = 1 KN/m^2 Guwahati…

1. Model the isolated footing provided in week 11 challenge on SAFE. Analyze and design it to verify the size, depth and steel provided as per calculations. 2. A column of size 600x600 carrying an unfactored gravity load (DL+LL) of 1175 KN is to be supported on pile cap, which ultimately transfers load to the piles underneath.…

Aim: To design the footing manually and check according to the IS 456-2000  

Q1. AIM:         To design and analysis of the given model in both static and dynamic analysis method and check the model meets the need according to the IS 1893 and IS 13920 codes Procedure:                 Create a etabs model according to the architectural…

Aim :        To design the shear wall of the model . procedure:  Analysis the given model  then click the shear wall design button in the ribbon  take screen shot of vertical reinforcement, horizontal reinforcement and boundary elements. Draw the reinforcement detailing of the model.…

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Q1. AIM: To design and analysis the given etabs model and comment the specifications on the  model    Analysis the model and check for failure   3 span continuous beam along grid A     7 span continuous beam along grid 3       reason for member failure it exites the limit …

Criteria Model Analysis result Conclusion Effect of stiffness on time period Building 5 (10 storey with varying column size ) 2.53 s Increase in the load in the top floor is directionally proposinal to the Time period   Building 6 (10 stories with uniform column size) 1.139s   Effect of stiffness on  time…

Q1. AIM:        The aim is to design and analysis a 25 story building model in etabs . material used : Structural Element Sizes  Beams : 300 × 400 mm  Columns : 800 × 800 mm  Slab : 150 mm thick  Material Properties  Grade of Concrete : M30  Grade of Steel Reinforcement…

Criteria           A        B         C Restraint of Floor shrinkage  Observation Full restraints at all corners corners are left free but restrains along the edge Non - uniform restrains   Conclusion it will have higher restrains to shrinkage thus…

Q1. Symmertic : Investigation of the plan from the Y direction  If we cut he plan into two eqaul parts it looks like mirroring the another parts of the structure so it is symmetric in the Y direction.  Investigation of the plan from the X direction  Similarly. If we cut the plan into two parts here also…

ANSWER : Mass matrix (m) =        m 0 0 0 0 0 m 0 0 0    0 0 m 0 0 0 0 0 m 0 0 0 0 0 m  Modified mass matrix (M) = φn T * m * φn  for the first mode,     = [0.334  0.641  0.895  1.078  1.173 ] * m 0 0 0 0…

1. Differentiate Static analysis and Dynamic analysis with proper representing pictures  Static Analysis: Definition: Static analysis involves examining the code without executing it to identify defects and vulnerabilities. Process: Performed after coding and before executing unit tests. Detects possible defects early,…

Q1  A   This is flexural failure occured during the earthquake  due to reversal of stress so the bottom of the beam experiences tension and the top experiences compression  This due also due to in adiquate reinforcement in the bottom section  so it is not repairable  B This is pull out failure…

1. Design a Warehouse Building located in Chennai using STAAD Pro Connect Edition. The specification must be as follows:                      Width             30m            Length   …

1. Design a multi-storey Residential Building located in Bangalore using STAAD Pro Connect Edition. The specification must be as follows:      Building floors G + 6 + R Plan dimension B = 25m ,  L = 16m Storey Height h = 3.5m Soil  Hard soil Use Residential Purpose Safe Bearing Capacity 180…

 1. State the primary load cases to be considered for design. Dead load Live load Wind load Seismic load Accidental load  Snow load 2. What is One – Way slab? L/B is <2 is a one way slab L = Lenghth of the sLAB B = Breath of the slab 3. What is the value of unit weight of structural steel and soil? The…

 1. How will you assign Circular section to column? Go to properties in that select define properties select circle and give the radius for the member and assign the defined circle to the member created   2. How will you assign Unit system to a .std model file? Open staad pro file  go to view table…

 1. Write the steps involved to upload a .std file through web mail? Steps involved to upload a .std file through web mails are as follows; Open the STAAD pro software and locate the share option available on the introduction screen. After clicking on the share button, select send mail option.Then, browse for the.…

1) Using Dynamo create a set of sinusoidal points and create a curve and create a surface out of the curve. ANS: AIM: To create a set of sinusoidal points and create a curve and create a surface out of the curve by using dynamo PROCEDURE: Open the revir software go to dynamo open integer,list,sin math,code block,point,nurbs…

1) Select the type of structure you want to build from one of the three below:        a. Multi-Unit Residential Apartment        b. Office Buildings        c. School AIM: To select any one model from the following  b. Office Buildings 2) Assume reasonable assumptions for geographic and location details for your project…

1) Based on the project saved from Week 3, proceed from the First Floor Level. Model a Ceiling from the architecture tab above the walls at the first-floor level AIM: To create the ceiling for the week 3 challenge. PROCEDURE: Open the revit software  Open week 3 challenge and click ceiling option in the architectural tab…

AIM:       To create a 3D rendered model for a Residential Building in AutoCAD COMMANDS USED:  - line  - rectangle - exture - offset - trim - 3D modeling - subtract PROCEDURE: Current layer: "parapet"Enter an option [?/Make/Set/New/Rename/ON/OFF/Color/Ltype/LWeight/TRansparency/MATerial/Plot/Freeze/Thaw/LOck/Unlock/stAte/Description/rEconcile/Xref]:…

AIM: To draw a plan and elevation of the drawind COMMANDS USED: - line - trim - offset - adc - mirror PROCEDURE: Command:* STRETCH *Specify stretch point or [Base point/Copy/Undo/eXit]: 3"Point or option keyword required.Specify stretch point or [Base point/Copy/Undo/eXit]:CancelCommand: STRETCH1 foundSpecify base point…

AIM: To create 3d model comments : - line -dli -ps -mv Procedure: 'Specify next point or [Undo]: 3'Specify next point or [Undo]:Resuming LINE command.Specify next point or [Undo]: _uSpecify next point or [Undo]:Resuming LINE command.Specify next point or [Undo]:Resuming LINE command.Specify next point or [Undo]:Resuming…

AIM: To create a viewport of the drawing comments : - mv - insert - scale -ps -attedit Procedure: Regenerating model.AutoCAD menu utilities loaded.Command:Command:Command:Command:Command:Command: _OPENCommand:Command:Command:Command:Command:Command: _QSaveCommand:Command: Regenerating model.Regenerating model.Command:Command:…

AIM: To draw a kitchen layout comments : - line - fillet - offset - hatch - text - arc - trim etc... Procedure: Command:Command:Command:Command: DDIMSTYLECommand: UNITSCommand: RECRECTANGSpecify first corner point or [Chamfer/Elevation/Fillet/Thickness/Width]:Specify other corner point or [Area/Dimensions/Rotation]: 4300,3200Command:…

AIM: To draw a template comments : - line - fillet - offset - text - trim Procedure: Regenerating model.*Cancel*AutoCAD menu utilities loaded.Command:Autodesk DWG. This file is a TrustedDWG last saved by an Autodesk application or Autodesk licensed application.Command:Command:Crossing Lasso Press Spacebar to cycle optionsCommand:…

AIM: To draw a architectural and structural plan of the plot comments : - line - fillet - offset - hatch - text - arc - trim - layers Procedure for plan : Window Lasso Press Spacebar to cycle optionsCommand:Command:** STRETCH **Specify stretch point or [Base point/Copy/Undo/eXit]:Command:** STRETCH **Specify stretch point…

Sketch a G+1 floor residential plan, according to Vaastu Shastra, and list down the names of the structural drawings required to be provided to the site for construction. Also, assume the sizes of the structural elements (Column, Beam, Slab, etc.,) and accordingly calculate the individual corresponding loads from the members…

M50 grade concrete without Fly ash : AIM:        To design the M50 grade of concrete without  fly ash INTRODUCTION:         It is a systematic and scentific choosing economical relative proportion of various ingradients. compression strength may depends upon the quality,quantity…