Homework No 04 CVEN444 Spring 2006

# Homework No 04 CVEN444 Spring 2006 - Beam A: A S = 2.0 in....

This preview shows page 1. Sign up to view the full content.

Assignment # 4 CVEN - 444 Spring 2006 DUE: Thursday, February 9, 2006 At the beginning of class 4-1: For the cross section shown with the 3 different reinforcing steel areas, determine both the moment capacity (units of k-ft) and rotation ( N ) at: a) Cracking (considering the contribution of the reinforcing steel) b) Yielding c) Ultimate Plot and DISCUSS results. Assume 4000 psi concrete and Grade 60 steel.
This is the end of the preview. Sign up to access the rest of the document.

Unformatted text preview: Beam A: A S = 2.0 in. 2 Beam B: A S = 3.5 in. 2 Beam C: A S = 6.0 in. 2 4-2: Consider the cross section in Prob. 4-1 with a single #4 bar as the reinforcing steel. Calculate the cracking moment IGNORING the steel ( I g ), the yield moment, and the ultimate moment. DISCUSS your results....
View Full Document

## This note was uploaded on 01/27/2011 for the course CVEN 444 taught by Professor Staff during the Spring '08 term at Texas A&M.

Ask a homework question - tutors are online