CEE 244 - Fall 2013
Instructor: J. Moehle
Homework 2
Due: 18 Sept 2013 10:10 am)
Problem 1 A Grade 60, A615 reinforcing bar is pulled in tension from zero strain to the yield
point in 0.2 seconds. What is the expected yield stress?
Problem 2 A Grade 60 re
CE 244 - Fall 2013
Instructor: J. Moehle
Homework 1
Due: beginning of class, 11 Sept 2013
Problem 1 Consider the weightless portal frame shown. A service level lateral force of 100 k is applied at middepth of the beam. Determine the internal shears and mo
HW 8
Design of Exterior Column for A Seismic Moment Resisting Frame
Prepared By:
Raghu Gupta
Input Data:
Reinforcing Yield Strength, fy =
Concrete Comp. Strength, f 'c =
Beam Width, b =
Depth to Tension Reinforcing, d =
Total Beam Depth, h =
Column width,
CE 244 - Fall 2013
Instructor: J. Moehle
Wall example problem
Note: This problem will serve as the basis of discussion during the wall review session
scheduled for discussion on Monday 2 December 2013. It need not be handed in for grading.
Consider the bu
CEE 244 - Fall 2013
Instructor: J. Moehle
Homework 3
Due: 25 Sept 2013 beginning of class
Consider the column shown. The loading is concentric
compression. Assume the column itself is weightless. Clear cover
over hoops is 1.5 inches, hoop reinforcement ha
CEE 244 - Fall 2013
Instructor: J. Moehle
Homework 8
Due: 13 November 2013
This homework problem continues the design from the preceding Homework 7. See attached figure.
Please base this solution on the worked solution of Homework 7 to be posted on the CE
CEE 244 - Fall 2013
Instructor: J. Moehle
Homework 7
Due: 1 November 2013
Consider the building frame shown below, which is to be designed as a new building located on firm soil
in San Francisco. For this problem, consider only an exterior-span beam (ac w
CEE 244 - Fall 2013
Instructor: J. Moehle
Homework 4 - Due: 2 October 2013 <This problem set requires more time than previous problem sets.>
Problem 1 - Consider the cross section and material properties shown. Compute the relation between
moment and curv
CEE 244 - Fall 2013
Instructor: J. Moehle
Homework 6 - Due: 16 October 2013
Problem 1 Consider the beam shown. Using the plastic truss analogy, with a strut angle of 27 degrees with
respect to horizontal (intended to span exactly four stirrups for this pr
CEE 244 - Fall 2013
Instructor: J. Moehle
Homework 5
Due: 8 October 2013
The beam cross section analyzed in Homework 4 is used in a weightless cantilever shown below. From
that problem set, the depth of the flexural compression zone is 6.7 inches after cr