Usage of Navigation tool , Timeliner and Clash Detection test using Naviswork

1) AIM: To Use the Architecture/ Structure Project file developed by you in Week 6 to 8. Export the Revit architecture and structure model to Navisworks Cache file following the export settings discussed in class Procedure: Open the Architectural model that we have created in the previous weeks File - Export Now export…

1) AIM: Using Dynamo create a set of sinusoidal points and create a curve and create a surface out of the curve. Procedure: Go to Manage - Dynamo Click on New Now we are going to have a range of values in x y = phase + (amplitude * sin angle)  For that we need to create a range block with start end and step values…

Review of Detailed Geotechnical Interpretative Report: 1.0 IntroductionThis report refer as R3/SH15-023, covering Two (02) boreholes, in which One (01) borehole drilleddown to a depth of 30.0m & the other borehole drilled down to a depth of 20.0 m, below existingground level (EGL). The borehole locations are provided…

1) AIM: To 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 The type of structure I want to model in Revit is 'b. Office Buildings' 2) AIM:…

1)   AIM:- To model a Ceiling from the architecture tab above the walls at the first-floor level. Procedure: Go to the first floor level To model ceiling, go to Architecture - ceiling Under Modify|Place ceiling - Sketch ceiling Then click pick lines to pick the outer boundary of the plan 2) AIM: To model a roof above the…

Project 2   For the same framing that was used in project 1, check if slab requires shear reinforcement or not. Also, check beam B1 for shear and see if stirrups is required. It is acceptable to use coefficients in IS 456-2000 for estimating shear force. If yes, provide stirrups as required.  Also, identify and…

Project 1   Given below is a plan view of a framing layout of a typical school classroom. Design beam marked B1 and the floor slab per IS 456-2000. Use M25 concrete and Fe 415 steel. Use 20 mm clear cover for slab and 30 mm clear cover for beam. Consider a 2.5 kN/m2 super imposed dead load accounting for floor finish…

Aim: a) To prepare a G+1 Residential Building according to Vaastu Shastra b) To list the names of the structural drawing required to be provided at the site for construction Introduction: Vaastu shastra: Vaastu shastra is the ancient Indian science of architecture and acts as a guideline to design your home in a way that…

Aim: To prepare the Mix-Design of the concrete for the grade M35 with fly ash and M50 without fly ash as per Indian Standards. Introduction: Mix design of concrete is the proportioning of concrete ingredients which are used to provide strength and durability for the structures using the following standards, a) IS Method:…

Solution: Aim: To determine the design loads on structure per Working Stress Method (WSM) and Limit State Method (LSM) of design. To determine the moment of resistance of the section per m width of slab and to classify the section as an under-reinforced, over-reinforced, or balanced section. Introduction: It is given that;…

Solution: 1.0 Aim: To plot the stress-strain curve of concrete as per the modified Hognestad method and per IS 456-2000 and to show the comparison and characteristic features of the stress-strain curves. 2.0 Introduction: It is the graphical illustration of the concrete material deformation under applied load. The horizontal…

Site layout and Plan: No. of boreholes 19 No. of CPTs 8 No. of Trial pits 5 No. of piezometers 5   Technical Specification for Geotechnical Investigation at the proposed site: 1.0 General This specification covers the technical requirements for a detailed “ Geotechnical Investigation and submission of a detailed…