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.

 

Transcribed Image Text:

2 3 EQ B2 B1 Wu-20 kN/m2 B1 2 3 EQ B2 B1 Wu-20 kN/m2 B1

Answer rating: 100% (QA)

Given that the concrete has fe 30 MPa and the yield ... View the full answer