CE 3150 - Reinforced Concrete Design (Fall 2010)
Homework Assignment 05
Topics: Non-Rectangular Beams
1. Calculate Mn for the given cross-sections.
For part (a), a quarter circle has the given centroid:
(a)
fc = 4 ksi
Grade 60 steel
#3 stirrups
1.5 cover
Final Examination Reinforced Concrete Design Fall 2002
Page 1 of 3
This exam is open-book and open-notes. You have 1 hour and 52 minutes to complete the
examination. Show all work to receive full credit. Note that errors will not be counted against
you mo
CE 3150 - Reinforced Concrete Design (Fall 2010)
Homework Assignment 02
Topics: Beam Capacity, Factors, Minimum and Maximum Steel Limits
Part (a)
Determine the maximum load (Pu) that the given beam can hold. The loads wu and Pu
already have load factors i
CE 3150 - Reinforced Concrete Design (Fall 2010)
Homework Assignment 04
Topics:
One-Way Slab Design
1. Design a one-way slab for the framing plan shown below. Use fc = 3 ksi and grade
60 reinforcement. The slab is interior. The slab is monolithic with all
Computer Analysis of Structures Midterm Exam
1
There are 2 questions and 100 total points possible. Show all work. Mistakes will not be
counted against you more than once. If you cannot determine the answer for a problem that is
needed for another questio
CE 3150 - Reinforced Concrete Design (Spring 2009)
Homework Assignment 01
Problem 1 (Knowledge - Cracking Moment, Yield Moment, & Nominal Moment Calculations)
All parts refer to the beam shown on the right which has fc = 3.6 ksi and
b = 3
grade 60 reinfor
CE 3150 - Reinforced Concrete Design (Spring 2009)
Homework Assignment 03
Topics: Beam Design (beam proportioning and selection of steel), Bar Layouts
Use the beam shown below to answer the questions:
Pu
12
Loads:
Pu
6
Pu
6
wDL =
0.5 kip/ft + self weight
Midterm Examination
CEE3150 Reinforced Concrete Design Fall 2002
2 #8
Show all work. All questions refer to the
pictured reinforced concrete section. There
are 100 total points possible. Use 150 lb/ft 3
as the density of reinforced concrete.
2.5"
27.8"
2