Inserted as hand written answers as pdf file

Challenge 10 is attached as handwritten pdf

1 a) It is a kind of rupture failre in beams probabily due to reversal of stresses due to an earthquake. Concrete crushed at the bottom and reinforcments are exposed and they seems yielded. It is a kind of flexural failure due to reversal of stresses. Generally for a framed structure hogging moments at the support causes…

1. Analysing the plan of a building on earthquake resistance on the basis of symmetry,redundancy, bi-directional stiffness and ductility.  Geometric configuration, lateral stiffness, lateral strength and ductility plays an inportant role in maintaining the integrity of a buildinhgg under seismic loading. Symmetry…

Q1)  Three different arrangement of shear walls are provided with equal plan cross sectional area of four shear walls and each having a length of 5m. Analysing the system with different arrangement of shear walls ar periphery and finding out the effects in restraint of floor shrinkage, the lateral stiffness and…

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 Bars : Fe 415  Loading  Dead Load on beams from infill wall : 10 kN/m (Let us assume the same for roof…

Objectives of this projects are  Know how to extract different seismic responses for a structure How easily alter certain properties in an ETABS model Know the factors influencing the dynamic chareteristics of a building Know the factors influencing timw period of a building Know the factors influencing mode shapes…

ETABS file of a G+3 story building is provided.    Analysis and design results of two continuous  beams in the first floor  in purticular are taken into account        a) 3 span continuous beam along Grid A (Beam size = 300 mm x 500 mm)        b) 7 span continuous…

Aim of this challenge is to understand the concept of analysis and design of RC columns and its reinforcement detailing (both longitudinal and shear reinforcements)  from foundation to terrace level as per relevant IS codes like IS 456:2000, IS 1893:2016, IS 13920 etc. From the provided ETABS model of a G+4 building…

Aim of the challenge is to analyse, design and reinforcement detailing of the shear wall located at grid point A-11. Extracting the values of longitudinal steel ratio, boundary element legths, shear reinforcing ratio and providing cross sectional data of the given shear wall as per IS 456, Is 1893,IS 13920 etc. are also…

Objective of this challenge is to model a multistory apartment with all seismic consideration based on IS codes according to the given architectural considerations. Architectural drawing of a G+7 story building is given with a typical floor detail and parking section plan.              …

                                             DESIGN OF ISOLATED SHALLOW FOUDATION   Data Available Column Size = 400 mm x 400 mm Axial Compressive Load (with Load combination of (1.5DL + 1.5LL)) = 2000…

QUESTION 1   Objectives of the challenge To know the general design procedure of spread footing with SAFE software to know the general procedure of pile foundation with SAFE software Data available        Column size = 400 mm x 400 mm       Factored load on column = 2000kN (1.5DL + 1.5 LL)       Safe bearing capacity (SBC)…

AIM  This project aims to model,analyse ,design and preparation of constructional drawings of a G+3  Hostel building located in  Guwahati, Assam by provided seismic details of the location and type of building to be constructed using ETABS software. This project also aims the complete checks of the analysis results confirmed…