CEE463 Fall 2015
Dr. Bassem Andrawes
Homework Assignment (1)
Due on Tuesday Sep. 29th
Question (1):
Draw a sketch the distribution of the moments on lines (A-A), (B-B), and (C-C) for the two slabs
shown below. The slabs have constant thickness and are loa
CEE463 Fall 2015
Name: _
Quiz No. 2
(September 17th, 2015)
The plan shown below is for a 10 in.-thick slab supported on 24x24 isolated columns. The total
unfactored dead load of the slab is 200 psf while the unfactored live load is 100 psf (nonreducible).
CEE463 Fall 2015
Name: _
Quiz No. 6
(November 19th , 2015)
The simply supported beam shown below supports a concentrated ultimate point load of 72kips.
Given Data:
- fc ' 3000 psi
- f y 60ksi
-Area of no. 4 bar = 0.2in2
-Area of no. 7 bar = 0.6in2
-Compre
CEE463 Fall 2015
Name: _
Quiz No. 3
(October 1st, 2015)
The plan shown below is for a 10in.-thick slab supported by 22x22 columns. All beams shown
on the plan are of 12(w)x24(h). The slab is designed assuming Grade 60 steel reinforcement
and concrete comp
CEE463 Fall 2015
Name: _
Quiz No. 5
(November 5th, 2015)
Question 1:
The triangular slab shown below is supported on two fixed edges and the third edge is free. The
slab is reinforced such that the nominal moment capacity in any direction is the same. The
/ CEE463 Fa112015 Name. 5.20 Luv—£0 My.
Quiz N0. “2”
(September 1 7t", 2015)
The plan shown below is for a 10 in.-thick slab supported on 24”x24” isolated columns. The total
unfactored dead load of the slab is 200 psf while the unfactored live load is 100
CEE463 Fall2015 Name: EOWTZONS.
Quiz N0. “3”
(October I”, 2015)
The plan showu below is for a min—thick slab supported by 22”x22" columns. All beams shown
on the plan are of 12”(w)x24"(h). The slab is designed assuming Grade 60 steel reinforcement
and con
CEE463 Fall 2015
Name: gOLUVLOUS
Quiz N0. “1”
(September 3rd, 2015)
Question (1):
Draw a sketch of the moment distribution along lines (A-A) and (B—B) on the slab shown below.
The slab supports unifonnly distributed load and is supported on one ﬁxed edge
./ CEE463 Fall 2015
Name:
Quiz No. “4”
(October 15”, 2015)
Question: _
The plan shown below is for a two-way 10in-thick slab with drop panels. The drop panel is
projected 4in. below the slab. The CL. to CL. ﬂoor height (above and below) is lift. The ﬂoo
CEE463 Fall 2015
Name: _
Quiz No. 1
(September 3rd, 2015)
Question (1):
Draw a sketch of the moment distribution along lines (A-A) and (B-B) on the slab shown below.
The slab supports uniformly distributed load and is supported on one fixed edge and two i
CEE463 Fall 2015
Name: _
Quiz No. 4
(October 15th, 2015)
Question:
The plan shown below is for a two-way 10in-thick slab with drop panels. The drop panel is
projected 4in. below the slab. The C.L. to C.L. floor height (above and below) is 11ft. The floor
CEE463 Fall 2015
Dr. Bassem Andrawes
Homework Assignment (3)
Due on Tuesday November 10th
Question (1):
Use the yield line method to determine the moment capacity per unit length required for the two
slabs shown below to support a total ultimate load of 3
CEE463 Fall 2015
Dr. Bassem Andrawes
Homework Assignment (5)
Due on Thursday December 3rd
Question (1):
The cantilever beam shown below supports a total ultimate concentrated load equal to 54 kips at
the tip of the cantilever. The beams rectangular cross
CEE463 Fall 2015
Dr. Bassem Andrawes
Homework Assignment (2)
Due on Thursday October 15th
Question (1):
Check the safety of the slab shown below in punching shear. The slab thickness is 10in. and is
supported by nine 15x35 rectangular columns. If your ana
CEE463 Fall 2015
Dr. Bassem Andrawes
Homework Assignment (4)
Due on Thursday November19th
Question (1):
Draw the moment-curvature diagram for the rectangular cross section shown below showing the
following four points on the curve: 1) concrete cracking, 2
CEE 463: Reinforced Concrete II
Dr. Bassem Andrawes
Homework #3 Solutions
Question 1- Part 1
Total ultimate load = 350 psf.
Top and bottom reinforcements provided per unit length are identical and orthogonal.
Assume a degree of orthogonality equal to 1.0
CEE 463: Reinforced Concrete II
Dr. Bassem Andrawes
Homework #5 Solutions
Question 1
Pu 54k
Ignore self weight of beam.
54
72k
0.75
M n Pn L (72k )(8*9 4 4)" 5760k in
Pn
Pu
Determine jd:
jd
Mn
Mn
5760
24" , C T 240k
T
As f y (4*1)(60)
Draw compressio
CEE 463: Reinforced Concrete II
Dr. Bassem Andrawes
Homework #4 Solutions
Question 1
f y 60ksi
f 'c 3000 psi
b 12"
h 20"
d 18"
As 0.44*3 1.32in2
Cracking Point:
f r 7.5 f 'c 7.5 3000 410.8 psi
Ec 57000 f 'c 57000 3000 3122ksi
E
29000ksi
s
9.29
Ec
3122k
CEE463 Fall 2015 g bWCNQ .
Name:
Quiz No. “5”
(November 5”: 2015)
Question 1:
The triangular slab shown below is supported on two ﬁxed edges and the third edge is free. The
slab is reinforced such that the nominal moment capacity in any direction is the