For the 5-Storey RC condominium building, design a rectangular beam at the ground floor with fy = 413.70 MPa, fc' = 21 MPa and a steel ratio approximately equal to 0.18fc'/fy. The beams has a 7.62 meter simple span with a dead load, in addition to its own weight (assume beam weight = 5.84 kN/m), equal 29 kN/m, and a live load equal to 44 kN/m. Draw the detail of the beam considering ACI/NSCP codes, specifications and standards.

For the 5-Storey RC condominium building, design a rectangular beam at the ground floor with fy = 413.70 MPa, fc' = 21 MPa and a steel ratio approximately equal to 0.18fc'/fy. The beams has a 7.62 meter simple span with a dead load, in addition to its own weight (assume beam weight = 5.84 kN/m), equal 29 kN/m, and a live load equal to 44 kN/m. Draw the detail of the beam considering ACI/NSCP codes, specifications and standards.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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