Name: _ _SOLUTION_ _ _ _ _ _ _ _
CE 441 Reinforced Concrete Design Workshop 3: One-way slabs and T-beams Thursday Oct. 8, 2009
Due at the end of class
A concrete floor system consists of simply supported parallel T -beams spaced 8 ft on centers that have
CE 442 Assignment 2
Due 1/21/2011 Friday 1:00 pm.
PROBLEMS 2.1, 2.2, 2.3
th
All problems are to be done according to the AISC Steel Construction Manual, 13 Edition. Assume fastener strength is
adequate and does not control. All holes are standard punched
Name: _ SOLUTION_ _ _ _ CE 441 Reinforced Concrete Design Assignment 6 Due Thursday October 15, 2009
A concrete floor system consists of parallel T-beams spaced 10 ft on centers that have 30 ft span between supports and an overhanging 10 ft extension past
CE442
Assignment 1
Steel Design
Spring 2011
Due Friday January 14, 2011 at 1:00 PM
1. Read the AISC 13th Edition Steel Construction Manual pages 2-4 to 2-11, page 2-39
and AISC Specifications B3.3 and B3.4 on page 16.1-11. Based on these readings and
your
Name: _ _SOLUTION _ _ _ _ _
CE 442 Steel Design Workshop 5
Thursday April 2, 2015
Due at the end of class
1) Determine the maximum uniformly distributed service load w that can act on a simply supported W14x34
beam with a 24-ft long span. One third of the
Name: _ SOLUTION_ _ _ _ _ _ _ _
CE 442 Assignment 6
Due 3/10/2016 Thursday 4:00 pm.
PROBLEMS 6.1, 6.2, 6.3
Values of yield stress FY are available in AISC Manual p. 2-48. The x axis of a W section is the strong
axis that is perpendicular to the web of the
CE 442 Assignment 11
Due 4/15/20011 Friday 1:00 pm.
A tension member is to carry 15 k dead load plus 60 k live load. It is proposed to use an
L5x3x3/8 single angle tension member of A992 steel to be connected to a -inch A992 gusset
plate using a bolted co
CE 442 Assignment 3
Due 1/31/2011 Monday 1:00 pm.
PROBLEMS 3.1, 3.2
Both problems are to be done according to the AISC Steel Construction Manual, 13th Edition, Load and Resistance Factor
Design (LRFD). Assume fastener strength is adequate and does not con
CE 442 Assignment 2
Due 1/21/2011 Friday 1:00 pm.
PROBLEMS 2.1, 2.2, 2.3
th
All problems are to be done according to the AISC Steel Construction Manual, 13 Edition. Assume fastener strength is
adequate and does not control. All holes are standard punched
Name _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
CE 442 Steel Design
Workshop 2
Thursday January 22, 2015
Due at the end of class
The WT 5x16.5 tension member (Properties from AISC p. 1-66, 67: A=4.85 in2, d=4.87, tw=0.290,
bf=7.96, tf=0.435, y =0.869
CE 442 Assignment 3 SOLUTION
Due 1/29/2015 Thursday 4:00 pm.
PROBLEMS 3.1, 3.2, 3.3
All problems are to be done according to the AISC Steel Construction Manual. Properties of sections are given in Part 1 of the
AISC Manual. Assume fastener strengths and g
Name _ _ SOLUTION _ _ _ _ _ _ _ _ _ _ _ _ _ _
CE 442 Steel Design
Workshop 1
Thursday January 15, 2015
Due at the end of class
An L 4 x 3 x 1/2 angle, (Ag=3.25 in2, x =0.822 in.) as shown in the accompanying figure, is to carry a
tension load T that is co
CE 442 Assignment 5
Due 2/26/2015 Thursday 4:00 pm.
PROBLEMS 5.1, 5.2, 5.3
Values of yield stress FY and tensile strength Fu are available in AISC Manual p. 2-48. The x axis of section is
the strong axis ( perpendicular to the web for W section) and the y
CE 442 Assignment 4
Due 2/4/2011 Friday 1:00 pm.
PROBLEMS 4.1, 4.2, 4.3, 4.4
Values of yield stress FY and tensile strength Fu are available in AISC Manual p. 2-39. The x axis of section is
the strong axis ( perpendicular to the web for W section) and the
CE 442 Steel Design
Assignment 9
Due 3/25/2011 Friday 1:00 pm.
PROBLEM 9.1
9.1 The W21x62 steel beam shown has a 42 ft simple span between the vertical support
points A and D. Lateral supports are added at points B and C. There are two equal
concentrated
CE 442 Assignment 11
SOLUTION
Due 4/15/2011 Friday 1:00 pm.
A tension member is to carry 15 k dead load plus 60 k live load. It is proposed to use an
L5x3x3/8 single angle tension member of A992 steel to be connected to a -inch A992 gusset
plate using a b
Name: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
CE 442 Steel Design Workshop 4
Thursday February 26, 2015
Due at the end of class
1) A 30 ft long column is to carry an axial compression due to 180 k dead load plus 220 k live load.
Determine the least weight W
CE 442 Assignm. 6 SOLN Laterally Supported Beams Due 2/25/2011 Friday 1:00 pm. PROBLEMS 6.1, 6.2, 6.3
All problems are to be done according to the AISC Load and Resistance Factor Design. Values of yield
stress FY are available in AISC p. 2-39 . Assume ade
CE 442 Steel Design
Assignment 9
Due 3/25/2011 Friday 1:00 pm.
PROBLEM 9.1
9.1 The W21x62 steel beam shown has a 42 ft simple span between the vertical support
points A and D. Lateral supports are added at points B and C. There are two equal
concentrated
CE 442 Assignment 7 Laterally Supported Beams Due 3/26/2015 Thursday 4:00 pm. PROBLEMS 7.1, 7.2, 7.3
All problems are to be done according to the AISC Load and Resistance Factor Design. Values of yield
stress FY are available in AISC p. 2-48 . Assume adeq
Assignment 1 SOLUTION
Due Friday January 14, 2011 at 1:00 PM
1. Allowable Strength Design (ASD) is a design approach that requires the member
forces produced by the superposition of all loads, Ra, to be less than or equal to the
failure force Rn divided b
SOLUTION
CE 442 Assignment 3
Due 1/31/2011 Monday 1:00 pm.
PROBLEMS 3.1, 3.2
Both problems are to be done according to the AISC Steel Construction Manual, 13th Edition, Load and Resistance Factor
Design (LRFD). Assume fastener strength is adequate and doe
Name: _ SOLUTION _ _ _ _
CE 442 Assignment 7
Due 3/24/2016 Thursday 4:00 pm.
PROBLEMS 7.1, 7.2
All problems are to be done according to the AISC 14th Edition Steel Construction Manual. Values of yield
stress FY are available in AISC page 2-48 for rolled s
Name: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
CE 442 Steel Design Workshop 3
Thursday February 16, 2017
Due at the end of class
1) A 30 ft long column is to carry an axial compression due to 180 k dead load plus 220 k live load.
Determine the least weight W
Name: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
CE 442 Steel Design Workshop 3
Thursday February 16, 2017
Due at the end of class
1) A 30 ft long column is to carry an axial compression due to 180 k dead load plus 220 k live load.
Determine the least weight W
Name: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
CE 442 Steel Design Workshop 5
Thursday March 30, 2017
Due at the end of class
1) Determine the maximum uniformly distributed service load w that can act on a simply supported W14x34
beam with a 24
Name: _SOLUTION_ _ _ _ _ _ _ _ _
CE 442 Steel Design Workshop 4
Thursday March 9, 2017
Due at the end of class
Select the lightest W section for a laterally supported beam that is to carry, in addition to the beam
weight wbeam, a uniformly distributed dea
NAME _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
CE 442 Assignment 7 Laterally Supported Beams Due 3/16/2017 Thursday 4:00 pm. PROBLEMS 7.1, 7.2, 7.3
All problems are to be done according to the AISC Load and Resistance Factor Design. Values of yield
stress F
Name: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
CE 442 Steel Design Workshop 6
Thursday April 6, 2017
Due at the end of class
For the uniform loading of simply supported beams indicated below select the lightest W section as
a beam. The dead load
NAME: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
CE 442 Assignment 6
Due 3/2/2017 Thursday 4:00 pm.
PROBLEMS 6.1, 6.2, 6.3
Values of yield stress FY and tensile strength Fu are available in AISC Manual p. 2-48. The x axis of section is
the strong axis (
NAME: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
CE 442 Assignment 6
Due 3/2/2017 Thursday 4:00 pm.
PROBLEMS 6.1, 6.2, 6.3
Values of yield stress FY and tensile strength Fu are available in AISC Manual p. 2-48. The x axis of section is
the strong axis (
Name: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
CE 442 Steel Design Workshop 4
Thursday March 9, 2017
Due at the end of class
Select the lightest W section for a laterally supported beam that is to carry, in addition to the beam
weight wbeam, a
Name: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
CE 442 Steel Design Workshop 5
Thursday March 30, 2017
Due at the end of class
1) Determine the maximum uniformly distributed service load w that can act on a simply supported W14x34
beam with a 24