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Information about assignment #1 for ce 598wm - wood & masonry course, which includes calculating moment of inertia, determining forces, drawing bending moment and shear force diagrams, and computing deflection for various structures.
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CE 598WM – Wood &Masonry Assignment # 1
Spring 2008 Due Date: Jan 30, 2008 1
Prepare yourself Assignment Problem # 1 (25%) Calculate the moment of inertia for the cross section shown here. Assume all the wallthickness to be 1 ft. Assume any missing information
Problem # 2 (25%)
Determine the forces in the five members indicated M1, M2, M3, M4 and M
30 ft 12 ft 8 ft
12 ft
2.5 k 5 k 4.5 k 4.5 k 4.5 k 3 k
1.2 k 5 ft
5 panels @ 4 ft = 20 ft
CE 598WM – Wood &Masonry Assignment # 1
Spring 2008 Due Date: Jan 30, 2008 2
Problem # 3 (25%) For the continuous beam shown here, draw the bending moment diagram and the shearforce diagrams considering the worst load cases. The beam is subjected to a total dead load (including self weight) of 2 kips/ft and a live load of 1.5 kips/ft
Problem # 4 (25%) For the sheet wall shown here compute the deflection of the wall tip. Assume the wall ismade of steel E = 29000 ksi, wall width is ¾ in and assume one foot of width
3 spans @ 15 ft = 45 ft
Ground level (^) 1.2 kips/ft
4 kips/ft
10 ft
Fixed end
