CE 442 Assignment 5
Due 2/23/2006 Thursday 11:00 am.
PROBLEMS 5.1, 5.2, 5.3
All problems are to be done according to the AISC 2005 Specifications. Values of yield stress FY and tensile strength Fu are
CE 442 Assignment 6
Due 3/3/2006 Thursday 1:00 pm.
PROBLEMS 6.1, 6.2, 6.3
All problems are to be done according to the AISC 13th Edition Manual. Values of yield stress FY are available in AISC p. 2-39
CE 442 Assignment 10
Due 4/6/2006 Thursday 1:00 pm.
PROBLEM 10.1
9.1 Determine the maximum service load W (20% DL and 80% LL) at the mid-height of the W12x136 beam-column made of A36 steel as shown. T
CE 442 Assignment 1 Due 1/19/2006 Thursday 1:00 - PROBLEMS 1.1,1f2 "
W
1.1 Compute the maximum acceptable service load on an A36 steel plate tension member. l/4 in. x 12
in. having a single line of h
CE 442 Assignment 11
Due 4/25/2006 Tuesday 1:00 pm.
PROBLEMS 11.1(a,b), 11.2
11.1 Determine the service load tension capacity T of the connection shown. The load T is 20% Dead load and 80% live load.
CE 442 Assignment 9
Due 3/30/2006 Thursday 1:00 p.m.
PROBLEMS 9.1, 9.2
All problems are to be done according to the AISC Load and Resistance Factor Design. Values of yield stress FY and tensile streng
CE 442 Assignment 4
Due 2/9/2006 Thursday 1:00 pm.
PROBLEMS 4.1, 4.2, 4.3
All problems are to be done according to the AISC Load and Resistance Factor Design. Assume fastener strength is adequate and
CE 442 Assignment 8
Due 3/23/2006 Thursday 1:00 pm.
PROBLEMS 8.1, 8.2, 8.3
All problems are to be done according to the AISC Load and Resistance Factor Design. Values of yield stress FY and tensile st
CE 442 Assignment 2
Due 1/26/2006 Thursday 1:00 pm.
PROBLEMS 2.1, 2.2, 2.3
All problems are to be done according to the AISC Steel Construction Manual, 13th Edition. Assume fastener strength is
adequa
CE 442 Assignment 3
Due 2/2/2006 Thursday 1:00 pm.
PROBLEMS 3.1, 3.2, 3.3
All problems are to be done according to the AISC Steel Construction Manual, 13th Edition. Assume fastener strength is adequat