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ANALYSIS AND DESIGN OF RC BUILDINGS USING SAP-2000

?COMPUTER IS A DUMB MACHINE" . Is it true ? Present generation computers!!!!! we must know two thingsThe language which it can understand properly The expected outcome of command which can be validated Correct input in proper format will only fetch a correct solution . MODELING. InputsMate

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ANALYSIS AND DESIGN OF RC BUILDINGS USING SAP-2000

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    1. ANALYSIS AND DESIGN OF RC BUILDINGS USING SAP-2000

    2. “COMPUTER IS A DUMB MACHINE” Is it true ? Present generation computers!!!!! we must know two things The language which it can understand properly The expected outcome of command which can be validated Correct input in proper format will only fetch a correct solution

    3. MODELING Inputs Material properties, Equilibrium and Compatibility Equations, Energy and Work Principals, Incompatible Elements, Boundary Conditions, Analysis Methods, Design Principal and Philosophy Information about building and site condition Number of frames with spacing of columns Longitudinal direction Transverse direction Number of stories and type of diaphragm Usage of building Soil condition, Seismicity condition, Wind

    4. LOAD CALCULATION Dead Load ? IS 875-1978 (Part-1) Imposed Load (Live) ? IS 875-1978 (Part-2) Earthquake ? IS 1893-2002 (Part-1) Wind load, Snow load and other loads should be calculated based on relevant codal provisions

    12. LOAD COMBINATION 1.5 (DL + IL) 1.2 (DL + IL ± EL) 1.5 ( DL ± EL) 0.9 DL ± 1.5 EL

    13. Simplified Nonlinear Analysis Salient Points Determination of capacities beyond elastic limit Pushover procedure is used to determine capacity Capacity spectrum method and Displacement coefficient method are used to determine performance point (ATC 40) Performance point – The point of intersection of capacity spectrum and demand spectrum

    16. STEP BY STEP PROCEDURE

    18. STEP 1 Click The icon shown to open SAP 2000

    19. STEP 2

    20. STEP 3

    21. STEP 4

    22. STEP 5

    24. STEP 6

    25. STEP 7

    27. STEP 7

    29. STEP 8

    31. STEP 9

    32. STEP 10

    33. STEP 11

    35. STEP 12

    37. STEP 13

    38. STEP 14

    39. STEP 14

    40. STEP 15

    41. STEP 16

    42. STEP 17

    43. STEP 18

    44. STEP 19

    45. STEP 20

    48. STEP 20

    49. STEP 21

    51. STEP 22

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