Analysis & Design of RCC shear walls in the model using ETABS

               1.         I.    DESIGN BASIS REPORT           3D ELEVATION OF G + 6 + ROOF     1.    GENERAL CHARACTERISTICS OF PROJECT     Project Description Project     …

CHALLENGE - 3 Q1. 1.    State the primary load cases to be considered for design. The primary load cases that are to be considered for design are listed below: Dead Load (IS 875: Part I). Live Load (IS 875: Part II). Wind Load (IS 875: Part III). Snow Load (IS 875: Part IV). Seismic Load…

CHALLENGE – 2 Answers        : Q : 1             1. Ø  Open staad. software and fillup details like file name, location, unit and in job  information fill-up all required data. Ø  Keep unit as a…

  CHALLENGE – 1 Answers     : Q1. 1.      Steps involved in upload a .std file through web mail ·       Open a staad pro and locate share option on the introduction screen ·       Click share…

                                                                                   PROJECT – 2 AIM : …

                                                             CHALLENGE - 12   AIM & INTRODUCTION:   To know the general design procedure of spread footing…

CHALLENGE - 11 ANSWERS   AIM & INTRODUCTION:   To know the general design procedure of spread footing with manual calculations. To practice how the inputs can be collaborated and arrived as data for calculations with assumptions.     Given data are:   Column size 400x400mm Compression axial…

                                                             CHALLENGE - 10                          …

                                                                                   CHALLENGE - 9 ANSWERS  …

                                                                               CHALLENGE - 8 ANSWERS   AIM & INTRODUCTION:…

                                                                                  CHALLENGE - 7      …

PROJECT – 1 Comparative study of different storey buildings for Seismic forces AIM : To compare the results of various structural configuration with respect to seismic force on E-TABS. Introduction : The project consist 10 different building with various configuration having bay length of 4.00m on X & Y directions.…

Answer 1. Criteria Observation/Conclusion For Dig. A For Diag. B For Dig. C 1.Restraint of floor shrinkage     Observation Full restraints at all corners There is no restraint at corners but on edges. Either corner or edges, non-uniform restraints.         Conclusion Drg.A will have higher…

                                                                               ANSWERS   AIM & INTRODUCTION: To…

Answer (1). Criteria Observation/Conclusion For Dig. A For Diag. B For Dig. C 1.Restraint of floor shrinkage     Observation Full restraints at all corners There is no restraint at corners but on edges. Either corner or edges, non-uniform restraints.         Conclusion Drg.A will have higher…

Answer – 1: Checking framing plan for Symmetry in X- direction                         We get mirror image of plan if we cut vertically half, so the given framed plan is symmetry in X-direction. Checking framing plan for Symmetry in Y- direction    …

     1. Mass matrix (m) =                                         2. Modified mass matrix (M)  =                  For the first mode (n=1) …

      1.Analysis carried on static loads are called static analysis and on dynamic loads are called as dynamic analysis.Building's dead load,live load are static loads while earthquake ,wind loads are dynamic loads. Dynamic loads will vary with time and motion shall be taken into consideration in dynamic…

(1)a. The concrete crushed and spalled out of reinforcement which might be a case of rupture failure.Beam top is safe due to flange advantage.During stress reversal, top compression is managed by slab but bottom tension could not be managed by the reinforcment.   It can not be repaired as the reinforcement got…