- 2. A typical column 300mm x 500mm has a height of 6 m from footing to 2nd floor beam, and 3 m from 2nd floor level to top of roof. The column is typically reinforced with 8 pcs equally spaced main reinforcement arranged as 4 – 20 mm on corners and other 4 - 16 mm (one at each side). Draw a typical column elevation adhering to section 418 of NSCP 2015. Use 10 mm diameter ties. Refer to Section 418 of the NSCP 2015 to create a typical elevation drawing of the column. Ensure that the drawing includes all relevant details. Research a typical column elevation detail for guidance. Evaluate the main reinforcement schedule. If the current reinforcement is deemed unsatisfactory, include additional main reinforcement and provide a rationale for this modification. Clearly indicate in your drawing the spacing of ties, length of hoops and splices and joints. Discuss the applicable stipulations in the drawing and provide references to specific sections of the NSCP code that govern these details.

- 2. A typical column 300mm x 500mm has a height of 6 m from footing to 2nd floor beam, and 3 m from 2nd floor level to top of roof. The column is typically reinforced with 8 pcs equally spaced main reinforcement arranged as 4 – 20 mm on corners and other 4 - 16 mm (one at each side). Draw a typical column elevation adhering to section 418 of NSCP 2015. Use 10 mm diameter ties. Refer to Section 418 of the NSCP 2015 to create a typical elevation drawing of the column. Ensure that the drawing includes all relevant details. Research a typical column elevation detail for guidance. Evaluate the main reinforcement schedule. If the current reinforcement is deemed unsatisfactory, include additional main reinforcement and provide a rationale for this modification. Clearly indicate in your drawing the spacing of ties, length of hoops and splices and joints. Discuss the applicable stipulations in the drawing and provide references to specific sections of the NSCP code that govern these details.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...

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