the service load bending moments acting on a rectangular beam 333 mm wide and 617mm deep are 139.65kn-m for dead load and 91.15kn-m for live load. f'c=29.99moa fy=414mpa p=0.68pbak db=20mm ds=10mm stirrups are sipral calculate the D/C ratio in percentage

the service load bending moments acting on a rectangular beam 333 mm wide and 617mm deep are 139.65kn-m for dead load and 91.15kn-m for live load. f'c=29.99moa fy=414mpa p=0.68pbak db=20mm ds=10mm stirrups are sipral calculate the D/C ratio in percentage

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter7: Settlement Of Shallow Foundations

Section: Chapter Questions

Problem 7.2P: A planned flexible load area (see Figure P7.2) is to be 3 m × 4.6 m and carries a uniformly...

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