Скачать с ютуб (23). Design Core Walls using Uniform Reinforcing Method - Etabs - tall buildings design в хорошем качестве

(23). Design Core Walls using Uniform Reinforcing Method - Etabs - tall buildings design

Design Core Walls using Uniform Reinforcing Method - Etabs - tall buildings design. Etabs has three methods to design design share walls. - Simplified C&T Design method - Uniform Reinforcing method - General reinforcing method in this lesson we are going to learn how to design shear walls of our 20 story building using Uniform Reinforcing Method. One of the useful tools in ETABS program is the Shear Wall Design capability. It is not only limited in the analysis of walls but it can also perform the design and check. The designer can be opted to either use the Reinforcement to Designed or Reinforcement to be checked option. When you require the program to do the design, choose the Designed option and Checked when you let yourself assigned the wall reinforcement to be verified by the program. In an ETABS analyzed model, the program can perform the following design/check, the procedure in accordance with the specified code requirement: Design and Check of concrete wall piers for flexure Design of concrete wall pier for shear Design of concrete shear wall spandrels for flexure Design of concrete shear walls for shear. When the pier section is specified to check for the rebar details specified by the designer, the program creates an analysis to determine the flexural demand/capacity ratio, the required area for shear rebar for the selected pier and other output results to determine whether the section is passed or failed. All Parts:    • ETABS: 20 Story Building Design   Part 01:    • (01) Designing a 20 story building - ...   Part 02:    • (02) Strat new project and material p...   Part 03:    • (03) Define Section Properties- Tall ...   Part 04:    • (04) prepare the DXF file in AutoCad-...   Part 05:    • (05) Import the DXF file in ETABS- Ta...   Part 06:    • (06) Define the load patterns- Tall B...   Part 07:    • (07)  Define The Mass Source- Tall Bu...   Part 08:    • (08)  Define The Load Combinations- T...   Part 09:    • (09)  Assign Loads- Tall Buildings De...   Part 10:    • (10).  Automatically Meshing- Tall Bu...   Part 11:    • (11)  Assign Pier Labels or Spandrel-...   Part 12:    • (12)  Assign The Frame Section- Tall ...   Part 13:    • (13).  Assign Diaphragm and Run the A...   Part 14:    • (14)   Check The P-Delta effect- Tall...   Part 15:    • (15).  Check The Eccentricity- Tall B...   Part 16:    • (16)  Check The Soft Story Irregulari...   Part 17:    • (17)  Check The Heavy Story Irregular...   Part 18:    • (18)  Check The Torsional Irregularit...   Part 19:    • (19)  Check The Story Drifts- Tall Bu...   Part 20:    • (20).  Modal Analysis (Dynamic Analys...   Part 21:    • (21).  Response Spectrum - Tall Build...   Part 22:    • (22). Check Spectrum Irregularity & d...   Part 23:    • (23). Design Core Walls using Uniform...   Part 24:    • (24).  Design Shear Walls using Gener...   Part 25:    • (25).  Design Columns and Beams - Eta...