Note : This is my first challenge and being answered through my First Project BECAUSE by mistake I                              clicked submitt button after writing answer to only one question i.e.…

`mm^2`             Q-1                Aim :  Net section Area of  tension member e.i. plate is required to be calculated.           Introduction : When plate is used in any steel structure it is subjected…

Q- 1. Effective length factor determination problem Height of column is 10 m and it is effectively restrained in mid height in one direction (in Z direction) but free to move in other direction (Y direction). Bottom of column is Fixed and top of column is Free.                …

Q-1. Section classification problem for listed beam shapes Calculate section classification of following beam shapes ISMB 500 ISMC 200 PG 1300 x 450 x 50 x 12 Double angle (Back to back) – 2 x ISA 75x75x6 RHS - 150 x 100 x10 Builtup box – 1000 x 450 x 20 x 12  Aim & Introduction- Structural steel sections…

Design of Plate Girder Q1. Shear resistance of web problem Determine PG Web thickness for given load without stiffener For a PG of size 1200 x 300 x 25x 10, Check if the web is adequate to carry a factored shear force of 1000 kN. Yield strength of plate fy is 250 Mpa. Aim & Introduction-  Checking of adequacy of web thickness…

   3. Lateral Load resisting system & Gravity Load resisting system Draw the load path and          identify the Axial force type in different type of bracing system below to resist horizontal          shear & gravity load. Also state the type of…

Q1. Modelling of a structure exercise Aim & Introduction- A structure (Pratt Truss) is to be modelled for following  given data- Bay spacing 5 m Span of Truss 30 m Shape of Truss – Pratt Truss Slope of truss 20 degree Height of the column 15 m Floor Beams at 5 m from base Secondary beams at 1.5 c/c Length…

Q-1 On the model of challenge-7 ( Pratt Truss) following loading exercise is to be done- Aim & Introduction-  A Load case as DL for Dead Load is to be formed  Self weight on the model/structure is requried to be applied  Member load of 3 kN/m on the rafter is to be applied  Member load of 6…

1. Design of dual slope (pitched) roof frame Aim & Introduction-  To Design a 3 hinged pitched roof frame of a steel building,  Analyse the frame structure and draw bending moment, shear force and axial force diagrams of the frame. Given data- The slope of the roof is 1 in 10 and the roof is accessible for…

1. Design of dual slope (pitched) roof frame Aim & Introduction-  To Design a 3 hinged pitched roof frame of a steel building,  Analyse the frame structure and draw bending moment, shear force and axial force diagrams of the frame. Given data- The slope of the roof is 1 in 10 and the roof is accessible for…

1. Design of dual slope (pitched) roof frameAim & Introduction-  To Design a 3 hinged pitched roof frame of a steel building,  Analyse the frame structure and draw bending moment, shear force and axial force diagrams of the frame.Given data- The slope of the roof is 1 in 10 and the roof is accessible for…

  Q-1. Purlin & Girts number determination problem AIMS & INTRODUCTION: Total number of purlins and girts  are required  to be calculated-   Inputs for given building : Rafter span = 50 m Bay spacing = 8 m Roof slope = 1 in 10 Height of column = 12 m Brick wall height = 2 m Purlin spacing…

AIM & INTRODUCTION :- Main frame with Lean (Grid-2) & Gable frame without Lean (Grid-15) of Proposed Coil center is to be modeled and designed with given inputs- Given Inputs- Building Width = 30 m out to out of steel                     Building Length  =…

1. Friction load determination Q-1 : A pipe carrying LNG rests on the shoe having vertical force of 125 kN. Calculate the Friction load on the axis. Also find the friction force, if TEFLON pad is used between shoe and pipe support.  AIM & INTRODUCTION : A pipe carrying LNG rests on the shoe having vertical…

Q-1 Design isolated footing for a column 300 mm x 450 mm, carrying axial load of 1500 kN and Mu = 150 kNm using STAAD. Foundation. Assume that the moment is reversible. The safe bearing capacity of the soil is 200 kN/m2 at a depth of 1 metre from ground level. Use M 25 and Fe 415 for the footing. Also validate the…

           AIM & INTRODUCTION- Model a PEB Warehouse & Design  using STAAD. Pro with following Technical inputs/                     specification-    Length of PEB Warehouse  630 mm inside sheet to C/L…

Q Design and optimize typical shear, moment and Splice joints in RAM Connection for the following structure modelled in Staad Pro. Design and optimize base plate connection. Structure: A 2D portal frame fixed support spanning 15m with a pitched roof ridge height of 12m, slope of 4 degrees. A uniformly distributed load…

Q Design and optimize typical shear, moment and Splice joints in Staad Connection module for the following structure modelled in staadpro. Generate Report. Design and optimize braced connection (use US standard connections) in RAM Connection.  Structure: A 2D portal frame fixed support spanning 15m with a pitched…

Q-Design a simple double cleat angle shear connection to connect (ISMB 500) secondary beam with a primary beam (ISMB 600)  in a mezzanine deck of a building to transfer factored shear force of 200 kN. Consider bolt to connect angle cleat with primary as well as secondary beam.  Do manual design and also prepare…

Q-Plot stress-strain curve of concrete per modified Hognestad method and per IS 456-2000. Clearly show the characterisitic features of the stress-strain curves in both methods and compare them.   AIM AND INTRODUCTION :  Stress -Strain curve of concrete per modified Honestad method and per IS 456-2000 is reqiured…

Q-1 A structure is subjected to Dead load of 100 kN, Super imposed dead load of 50 kN, Live load of 200 kN, Wind load of +/- 150 kN and Earthquake load of +/- 200 kN. Determine the design loads on structure per Working Stress Method(WSM) and Limit State Method(LSM) of design.   AIM AND INTRODUCTION : Design load…

Q-Design and Draft a layout of a residential building with the following details: a. Plot Size: 60’x20’(18.3m x6m)  b. Orientation- Facing East    c. Develop the following: 1. Architectural Drawing (Floor Plan, Elevations, and Sections) 2. Structural Drawing (Column, Bean, Footing Plan)  …

1. Create the templates as shown in Figures. Take the size of the title block as per industry standards or you can assume it as per the size of the paper. Use text and attributes wherever required. After creating the title block you need to save it as a block with names: Custom1_titleblock and Custom2_titleblock, respectively.…

Q-1 Create the layouts of the Kitchen and provide hatches pattern as shown. Also, use blocks wherever required. Provide appropriate dimensions in the plan. Assume the size of doors, appliances and others as per the standards. AIM AND INTRODUCTION :  Layouts of the Kitchen and  hatches pattern as shown  in…

Q-1 Create a layout of the Plan and Section A of the project in Challenges 7, using the template Tutorial-mArch.dwt in a scale as given in the Figure. Use the MV command to create the viewport of the size as shown in Figure. Also, use ATTEDIT command to edit the information in the title block. Use A1 size for the layout.…

  Q-1. Create a 3D Furniture element as shown in the Figure. Assume dimensions which are missing.   AIM AND INTRODUCTION :  3D Furniture element as shown in the Figure is to be Created assuming dimensions which are missing.   PROCEDURE IN DETAIL :   Cuboid of outer dimension 3'x2' ( assumed)…

  Q-1. Create a 3D Isometric View of the building with plan and elevation given.   AIM AND INTRODUCTION :   3D Isometric View of the building with given plan and elevation given is to be created. PROCEDURE IN DETAIL :   Plan of the building is created using the following command- RECTANGLE command…

Design following connections of a factory building   Secondary Beam to primary beam connection – Fin plate shear connection Primary beam to column connection – Extended end plate connection Column to base plate connection - Pinned connection Secondary beam size – ISMB 200 Primary beam size –…

Q-Create a 3 dimensional model of the residential building with a rendered view.   AIM AND INTRODUCTION:   3 dimensional model of the residential building with a rendered view is required to be created PROCEDURE IN DETAIL: Setting unit to ARCHITECTURAL, Primary unit to ARCHTECTURAL from Dimension style ET. Creating different…

Q-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 & INTRODUCTION :  Ceiling above the walls at the first floor level is required to be modeled PROCEDURE IN DETAIL : GIVEN INPUT : Project saved…

Q-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 and ceiling.…

Please refer the attachment

Q1. Summarize the user interface in TSD with the for the following items: -   Project Workspace – How to access and usage    Scene Content – Demonstrate the use of scene content    Create two scene views   Loading drop list- How to access    Properties windows –…

 Create column properties for different types of pedestal members and model in the grids created as per the assignment 1 Create column properties for steel columns and model columns in the grid created as per assignment 1. Create beam properties and model primary and secondary beams on the ground floor   Solution…

-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 & INTRODUCTIOM : One out of Multi-Unit Residential Apartment,Office Buildings…

NOTE : The word file of Solution to challenge 3 is attached as  solution created on work space was not getting submitted. This problem is being encounter since last couple of challenges for which I raised the ticket many times but yet to be resolved so I am forced to submit the solution this way. .TSD File is also…

Q-1 Calculate dead load in design report based on IS code and apply dead load on the model   Finishes of 50mm Slab as per design Brick wall 150mm thickness Roofing load based on purlin size Ceiling loading 0f 0.3KN per sq m   Note : word file is attached for solution as this work space is hanging on every click…

Q-1 Solution is attached as .XLS FILE( EXEL SHEET).Q-2 & 3 .TSDW File and word files are attached.

NOTE : For related figures word file is also attached as this work space is only meant for writing text and  do not support images. On including images hear with answers , work space start hanging. The matter was discussed with RM and technical team , they suggested to attach separate word file for images so please…

                                                          ANSWERS TO CHALLENGE-6For solution Word file is attached as it contain images and this  page /space does not support…

  CHALLENGE-8Challenge is solved on word file and attached as this work space does not support images to include.. TSD File is also attached for ready reference.

NOTE : WORD FILE CONTAINING ANSWERS AND ASSOCIATED PICTURES IS ALSO ATTACHED FOR PERSUAL AND REFERENCEQ-1    What is the mode of failure or damage of the beams in the given figure. Are damages repairable ? Elaborate1(a)Answer :Aim & Introduction : Mode of failure or damages shown in the given figures…

 Answers to the Challenge-2 is attached as word file as this space does not support figures and graph et..

Answers to Challenge 3 is attached as word file as this space does not support table , symbol et.

Solution to the challenge-4 is attached as aword file as this space does not support images and even text is also not supported properly.  Some time  Text appear few seconds later than actual typing.

Solution to challenge 5 is attached as word file as this space does not support images.

                   SOLUTION TO CHALLENGE-6Solution to  challenge 6 is attached as .EDB File and word file. as this work space does not support images.

CHALLENGE-7/PROJECT-1The word file is attached for Answers/solution to the challenge as this space does not support images to include in the solution. .TSD file is also attached for evaluation the challenge.

Solution  to the Project-1 is attached as .EDB file as well as word file because this work spacre does not support images .  .EDB Files are also attached

For solution to challenge 7 , word file and .EDB file is attached as this work space does not support to include images.

Q-Reinforcement detailing of columns in Etabs 2018.The ETABS file for a G+4 building is provided. Run the analysis and design the RCC Moment Resisting Frame. The following challenge deals specifically with two columns at the following grid intersections.3A3BProvide details of longitudinal reinforcement for the two columns,…

Solution is attached as word file