____________________________________________________

ARCH5023/ARCH4333 - ARCHITECTURAL STRUCTURES I

][ STEEL STRUCTURES ][
THE UNIVERSITY OF OKLAHOMA - COLLEGE OF ARCHITECTURE
____________________________________________________


HOMEWORK 5

STEEL-COLUMNS ALLOWABLE LOAD
DUE FRIDAY 10.11.1996

SAMPLE HOMEWORK


Steel Columns - Allowable Load

Parker & Ambrose P. 319 
Problem 10.3.B
Determine the allowable axial compression load 
for a W 12 x 106 column, 
with a height of 22 ft (6.71 m),
if both ends are fixed against rotation and horizontal movement.

Parker & Ambrose P. 319 
Problem 10.3.C
Determine the allowable load for the colun in  problem 10.3.A
Determine the allowable axial compression load 
for a W 10 x 60 column 
with an unbraced height of 15 ft (4.57 m).
Assume K = 1.
If the conditions are as shown in Fig. 10.4. P&A 318
with L1 = 15 ft and L2 = 8 ft,
with biaxial bracing of column.

You may e-mail me the homework as attachment

Graphs can be AutoCAD.DWG files

or scanned-in free hand sketches

Include Student Name

THIS IS AN INDIVIDUAL ASSIGNMENT NOT A GROUP PROJECT




To Home Page

Timetable


SOLUTION HOMEWORK 4


Prof. Dr. Hermann Gruenwald
(mail comments to: HGRUENWALD@ou.edu)
College of Architecture
The University of Oklahoma