Determine the maximum floor load that the simply supported interior stringer can carry based on the capacity of the section shown. Use fc' = 30 MPa and GRADE 275 rebars. The slab thickness is 75mm, stringers are placed 3.1 meters on centers, has a span length of 7.0m, a web width of 300mm, effective depth of 480mm, effective concrete covering of 75mm and the interior stringers have 6-25mm rebars. Unit weight of concrete is 24KN/cu.m. USE NSCP 2010 che answer is kN/m

Determine the maximum floor load that the simply supported interior stringer can carry based on the capacity of the section shown. Use fc' = 30 MPa and GRADE 275 rebars. The slab thickness is 75mm, stringers are placed 3.1 meters on centers, has a span length of 7.0m, a web width of 300mm, effective depth of 480mm, effective concrete covering of 75mm and the interior stringers have 6-25mm rebars. Unit weight of concrete is 24KN/cu.m. USE NSCP 2010 che answer is kN/m

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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