&=66
_ v. , m. ,+_.__u...._.._-
u-s" M} k: M WI , ,l
4~=~r
a A "#1,,
5:96
/
rmc -- 3 mm, M- , LL: ,, ob- m
j L/ = £Efii..= 6g"
Jtad a Svam «Q q q [O T V
4 S : SKULth =9 «MP
43w 4- (6 kg. 4 LL+ Ifxtl :7-é
Q (dv (2)1.0'83r'é k9 (an1:5)
(MAJ '

Florida International University
Reinforced Concrete Design (CES 4702)
Fa112014
Homework 1 Review of Pre-requisite Information
The frame shown, carry out the following:
Find support reactions.
Draw shear force, bending moment and axial force diagrams.

fol/1 = -~~ : q
A 1
A3 5ng m H 'r's
PW = /( {sol v!- (
MM} , (3-fo SXiqxq+
RI F
_o.35 PC) -0423 meHHq
)(1 (51d :
a ~ we) may
5" x< go- 08YX5) gnu
Go azfxr)
up ox = v3.2.9.
f») .7 O 8
up an é- : m. :3
0 ' 8
Q _ (1:3. g _ 115-1653 _L{
5 ~ a

A reinforced concrete frame is shown in the gure. Neglect self weight of all members. All loads shown in the
gure are considered factored loads. Find the critical section of the column, and check whether its design
strength and reinforcement meet the requ

Florida International University
Reinforced Concrete Design
CES 4702 Fall 2012
Exam I September 21, 2012
Duration: 1 hour 15 minutes
[Closed Book, Closed Notes, Open ACI 318]
Name_PantherID_
A cantilever reinforced concrete beam with a U-section is to car

Florida International University, Department of Civil and Environmental Engineering
Reinforced Concrete Design (CES 4702), Fall 2014
Course Information and Policies
Course Description: Behavior, strength, and design of reinforced concrete members subjecte

Homework 7:
Problem 1- The T-section below is on a simple span of 16 ft. The beam supports non-structural
elements likely to be damaged by large deflections. The service loads are 0.6 kip/ft dead load
(does not include the beam weight) and 1.4 kip/ft live

Florida International University
Reinforced Concrete Design (CES 4702)
Fall 2014
Homework 1 Review of Pre-requisite Information
The frame shown, carry out the following:
1.
2.
3.
4.
5.
6.
7.
8.
9.
Find support reactions.
Draw shear force, bending moment a

1.
Florida International University
Reinforced Concrete Design
CES 4702 Fall 2011
Exam IE November 18, 2011
Duration: 1 hour 15 minutes
[Closed Book and Closed Notes, Open Code ONLY.]
A 14 in. x 26 in. rectangular concrete section (width is 14 in.) has 3

Florida International University
Reinforced Concrete Design
CES 4702 Fall 2011
Exam II October 28, 2011
Duration: 1 hour 15 minutes
[Closed Book and Closed Notes, Open Code ONLY.]
A rectangular concrete section has a width of 16 in and a depth of 24 in. C

Florida International University
Reinforced Concrete Design (CES 4702)
Final Exam December 7, 2012
[Closed Book, Closed Notes, OPEN ACI CODE ONLY]
The reinforced concrete column shown is made of 4,800 psi concrete and Grade 60 steel. Applied loads are
sho

Florida International University
Reinforced Concrete Design
CES 4702 Fall 2014
Exam III November 26, 2014
[Closed Book and Closed Notes. Only ACI Code is allowed.]
1. A concrete beam has a T-section with a 24 in wide flange, 12 in wide web, 4 in thick fla

Florida International University
Reinforced Concrete Design
CES 4702 Fall 2014
Exam II October 28, 2014
Duration: 1 hour 15 minutes
[Closed Book and Closed Notes. Only ACI Code is allowed.]
The section shown is made of concrete with a compressive strength

Florida International University
Reinforced Concrete Design
CES 4702 Fall 2012
Exam II October 19, 2012
Duration: 1 hour 15 minutes
[Closed Book, Closed Notes, Open ACI 318.]
A reinforced concrete cantilever beam is subject to a uniform factored load, as

Florida International University
Reinforced Concrete Design (CES 4702)
Fall 2014 Exam I
October 3, 2014, 7:15 8:30 AM
[Closed Book and Closed Notes. Only ACI 318 is allowed.]
Name_
Panther ID_
[Return this sheet with your exam]
A 10-ft long cantilever rei

Florida International University
Reinforced Concrete Design
CES 4702 Spring 2013
Final Exam Monday April 26, 2013
Duration: 2 hours
[Closed Book and Closed Notes, ONLY ACI Code is Allowed.]
A 20 in. square concrete section has four No. 9 bars, one at each