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 available in AISC Manual p. 2-39. For typical W and si
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. For typical W and similarly shaped built-up sections
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. The axial compression force P is 100 k dead load and 150
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 holes parallel to the direction of loading. The load is
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. 7/8-inch A325 bolts are used in the shown pattern. The
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 strength Fu are available in AISC p. 2-39 . Be sure to consid
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 does not control. All holes are standard holes. Values
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 strength Fu are available in AISC p. 2-39. Assume adequat
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
adequate and does not control. All holes are standard holes.
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 adequate and does not control. All holes are standard holes. V