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CE 560.320 |
Homework Assignments |
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| 2006 |
hw 1 2
3
4 5 EXAM 1 6 7
8 9 10 EXAM 2 PROJECT
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due M - 29 Jan M - 5 Feb
M - 12 Feb
M - 19 Feb M - 26 Feb
F - 9 Mar T - 28 Mar
F - 6 Apr F - 13 Apr F - 13 Apr
TBD |
assignment hw1 images selected by the class 3.2.4(a) no block shear, 3.3.2(a) no block shear, 3.3.7(a) no block shear, 3.5-2 find the design tensile strength, check yield in the gross, frac in the net, and block shear 4.3-5 LRFD only, 4.3-10a, 4.6-2 LRFD only you do not need to check local buckling cancelled 7.4.3a, 7.6.5a, 7.11.1a, and 7.11.4a
4.7-8, 4.7-12 5.2-3, 5.5-6(a)(b) also use eq. given in class for Lr, 5.5-15(a) calc. Cb based on factored loads, 5.10-4 - don't forget to also check shear for your selected beam (due Tues. 5pm) 6.6-1, 2001ex2#1 Cold-formed steel design: homework |
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04.09.2007 |
[prof. schafer] [civil engineering] [structural slides] [structural slides] [AISC] [AISI] [espn] |
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PREVIOUS YEARS
| 2006 |
hw 1 2 3 4
5 6
7
8
9
10
11
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due M - 6 Feb M - 13 Feb T - 21 Feb T - 28 Feb
F - 3 Mar F - 17 Mar
T - 4 April
T - 11 Apr
T - 18 Apr
F - 21 Apr
M - 15 May |
assignment 3.2-3, 3.3-2a,b, 3.3-7, 3.4-5 3.5-5, 3.6-1, 4.3-1, 4.3-7 7.3-2, For 7.6-2 and 7.6-3 check all limit states (yield in gross, frac in net, ... not just shear and bearing) 7.11-1, 7.11-2 4.6-2, 4.5-2, 4.5-9, 4.5-11a,c,e you may want to use AISC Table 4-1& 4-2 5.2-2 add part (c) find My and compare to Mp 5.4-1, 5.5-3, 5.5-6 (Lr from class) 5.8-1, using any design aids: 5.10-1, 5.10-4, 5.11-2, 6.2-1, 6.3-1 6.6-3, 6.7-1, Group Problem: Find the design wind pressure for the San Martin Bridge structure. Instructions, San Martin bridge drawings page 1, page 2 Cold-formed steel design: homework
Final project description
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| 2005 |
hw 1 2 3 4
5
------------- 6
7
8
9 10
------------- Project
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due M - 7 Feb M - 14 Feb T - 22 Feb M - 28 Feb
F - 4 Mar W - 9 Mar ------------ M - 28 Mar
M - 4 Apr
M - 11 Apr
M - 18 Apr F - 22 Apr W - 27 Apr
------------ TBA |
assignment hw1, 3.2-1, 3.3-2, 3.3-7, 3.4-1, 3.4-5 3.5-5, 3.6-1, 4.3-1, 4.3-7 7.3-2, For 7.6-2 and 7.6-3 check all limit states (yield in gross, frac in net, ... not just shear and bearing) 7.11-1Compactness only 4.3-1, 4.3-7 EXAM 1 ------------------------------------------------------------------ 4.5-3, 4.5-8, 4.5-10, 4.5-11a,c,e use AISC Table 4-1 & 4-2
5.2-2 add part (c) find My and compare to Mp 5.4-1, 5.5-3, 5.5-6 (Lr from class), 5.8-1, using whatever design aids you choose: 5.10-1, 5.10-4 5.11-2, 6.6-3, 6.6-8, 6.8-1 in groups of 3 or less students, solve: 2001ex2#1
8.2-5, 8.3-2, 8.3-5, Group problem: 8.6-2 cold-formed steel hw EXAM 2
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closed on* 01.24.05 02.09.05 02.16.05 02.21.05
03.02.05
03.25.05
04.05.05
04.13.05 04.20.05
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| 2004 |
hw 1 2 3 4 5
------------- 6 7 8 9
------------- 10
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due T - 3 Feb M - 9 Feb M - 16 Feb M - 23 Feb M - 1 Mar W - 6 Mar ------------ W - 10 Mar M - 29 Mar T - 6 Apr M - 12 Apr W - 14 Apr ------------ M - 26 Apr |
assignment hw1 - work in teams! 3.2-3, 3.3-2a,b, 3.3-7, 3.4-5 3.5-5, 7.3-2, 7.6-2, 7.11-1, Sketch a connection 7.11-10, 4.3-7, 4.5-3 EXAM 1 ------------------------------------------------------------------ 4.5-11(d) in-plane is strong axis bending 5.4-2, 5.5-3, 5.5-6 (Lr from class), 5.10-4, 5.8-1, 5.11-2 6.6-3, 6.6-9, 6.7-1, 2001ex2#1 8.2-2, 8.2-11 EXAM 2 (in class) -------------------------------------------------------------------- |
closed on* 01.28.04 02.04.04 02.11.04 02.17.04 02.23.04
03.07.04 03.22.04 03.31.04 04.07.04 |
| 2003 |
hw 1 2 3 4 - ____________ 5 6 7 8 - ____________ 9 -
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due W - 5 Feb R - 13 Feb W - 19 Feb R - 27 Feb W - 5 Mar ________ W - 19 Mar W - 26 Mar W - 02 Apr F - 11 Apr W - 16 Apr ______ M - 28 Apr T - 6 May
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assignment Segui 3.2-3, 3.3-2a,b, 3.4-5, 3.5-5 delayed due to snow hw4
______________________________________________ 4.3-7, 4.5-3 4.5-8, 4.5-10, 4.5-11a,c,e use Table 4-1 & 4-2, 5.2-4 5.5-3, 5.5-6 (Lr from class), 5.8-4, 5.10-4 6.6-3, 6.6-9, 6.7-1, 2001ex2#1 EXAM 2 __________________________________ in class assignment on cold-formed steel FINAL PROJECT DUE (details) |
closed on* 02.03.03 02.10.03 02.19.03 02.24.03
03.18.03 03.25.03 04.01.03 04.09.03
__________ 04.18.03 |