Problem: Using WSD & USD, design the midspan reinforcement of stringer (B-3) for the second floor of a 3-storey residential building shown below. Use 20.7MPa compressive strength of concrete @ 28-days and grade 40 reinforcing bars. Use Ye 24.5 KN/m³. Design the stringer as rectangular beam. Assume simply supported. Superimposed Deadloads - 2.70 KPa Stirrups - 10mm Main bar - 25mm 700

Problem: Using WSD & USD, design the midspan reinforcement of stringer (B-3) for the second floor of a 3-storey residential building shown below. Use 20.7MPa compressive strength of concrete @ 28-days and grade 40 reinforcing bars. Use Ye 24.5 KN/m³. Design the stringer as rectangular beam. Assume simply supported. Superimposed Deadloads - 2.70 KPa Stirrups - 10mm Main bar - 25mm 700

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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