Question
For the following plan it is required to: 1- Design all beams for flexure and shear, where they have additional 30 kN/m distributed factored load
For the following plan it is required to:
1- Design all beams for flexure and shear, where they have additional 30 kN/m distributed factored load
2- Design the columns.
The concrete has a strength of 30 MPa, and the yield strength of the steel is 420 MP
a. Show full calculations and neat sketches.
All dimensions are in m.
2 3 EQ B2 B1 Wu-20 kN/m2 B1
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