CIVE 612 Study Guide - Quiz Guide: Rebar, C Shell, Stirrup

• School: McGill University
• Department: Civil Engineering
• Course: CIVE 612
• Professor: T B A

Document Summary

In selection the columns bars the diameter of the bars should satisfy the requirements d b l j. So the selected diameter of the longitudinal bar is 25m with 12 bar arrangement. 2 sta reinforcement steel is splice regions requirements. is. From clause 21. 4. 3. 1 the minimum area of the longitudinal and the maximum area of the longitudinal steel outside the lap. The nominal flexural capacity of the columns must exceed the probable flexural capacity of beams as given in following equation. The beams have been designed and the factored moment resistances are: mr. In order to obtain the probable resistance of the beams one can assume. The nominal flexural capacity of the column section is obtained from software response 2000. In order to represent the nominal properties the material factors s and c are set equal to 1. 0 as shown in table 1. According to response 2000 section analyses following results are obtained for upper and lower columns.