Combined Shear and Bending1,2,3,4,5,6,7,8
Single Slope Eave Strut Sections
|
Section |
V |
M |
Section |
V |
M |
Section |
V |
M |
||
|
kips |
kip-in. |
kips |
kip-in. |
kips |
kip-in. |
|||||
|
10 X 4 X 4 X 1 SSE 12 G |
10.48 |
0.00 |
10 X 4 X 4 X 4 SSE 13 G |
5.51 |
0.00 |
8 X 4 X 4 X 1 SSE 14 G |
3.90 |
0.00 |
||
|
10.33 |
27.87 |
5.43 |
19.92 |
3.85 |
12.55 |
|||||
|
9.88 |
55.74 |
5.19 |
39.83 |
3.68 |
25.11 |
|||||
|
9.07 |
83.62 |
4.77 |
59.75 |
3.38 |
37.66 |
|||||
|
7.81 |
111.49 |
4.11 |
79.66 |
2.91 |
50.21 |
|||||
|
5.79 |
139.36 |
3.04 |
99.58 |
2.16 |
62.77 |
|||||
|
0.00 |
167.23 |
0.00 |
119.49 |
0.00 |
75.32 |
|||||
|
10 X 4 X 4 X 1 SSE 13 G |
5.53 |
0.00 |
10 X 4 X 4 X 4 SSE 14 G |
3.07 |
0.00 |
8 X 4 X 4 X 1 SSE 15 G |
3.12 |
0.00 |
||
|
5.46 |
21.60 |
3.02 |
14.63 |
3.08 |
11.00 |
|||||
|
5.22 |
43.19 |
2.89 |
29.25 |
2.94 |
22.01 |
|||||
|
4.79 |
64.79 |
2.66 |
43.88 |
2.70 |
33.01 |
|||||
|
4.12 |
86.39 |
2.29 |
58.50 |
2.33 |
44.01 |
|||||
|
3.06 |
107.98 |
1.70 |
73.13 |
1.73 |
55.02 |
|||||
|
0.00 |
129.58 |
0.00 |
87.75 |
0.00 |
66.02 |
|||||
|
10 X 4 X 4 X 1 SSE 14 G |
3.08 |
0.00 |
8 X 4 X 4 X 1 SSE 12 G |
12.44 |
0.00 |
8 X 4 X 4 X 1 SSE 16 G |
2.33 |
0.00 |
||
|
3.04 |
15.69 |
12.26 |
20.56 |
2.30 |
9.48 |
|||||
|
2.91 |
31.39 |
11.73 |
41.11 |
2.20 |
18.95 |
|||||
|
2.67 |
47.08 |
10.77 |
61.67 |
2.02 |
28.43 |
|||||
|
2.30 |
62.77 |
9.27 |
82.23 |
1.74 |
37.91 |
|||||
|
1.70 |
78.46 |
6.87 |
102.78 |
1.29 |
47.38 |
|||||
|
0.00 |
94.16 |
0.00 |
123.34 |
0.00 |
56.86 |
|||||
|
10 X 4 X 4 X 4 SSE 12 G |
10.42 |
0.00 |
8 X 4 X 4 X 1 SSE 13 G |
7.02 |
0.00 |
8 X 4 X 4 X 4 SSE 12 G |
12.44 |
0.00 |
||
|
10.28 |
25.76 |
6.92 |
15.88 |
12.26 |
18.91 |
|||||
|
9.83 |
51.52 |
6.61 |
31.76 |
11.73 |
37.82 |
|||||
|
9.03 |
77.27 |
6.08 |
47.64 |
10.77 |
56.73 |
|||||
|
7.77 |
103.03 |
5.23 |
63.51 |
9.27 |
75.65 |
|||||
|
5.76 |
128.79 |
3.88 |
79.39 |
6.87 |
94.56 |
|||||
|
0.00 |
154.55 |
0.00 |
95.27 |
0.00 |
113.47 |
VI-D-1 |
15 October 1998 |
Combined Shear and Bending1,2,3,4,5,6,7,8
Single Slope Eave Strut Sections
|
Section |
V |
M |
Section |
V |
M |
Section |
V |
M |
||
|
kips |
kip-in. |
kips |
kip-in. |
kips |
kip-in. |
|||||
|
8 X 4 X 4 X 4 SSE 13 G |
6.97 |
0.00 |
8 X 3.375 X 5 X 1 SSE 12 G |
12.44 |
0.00 |
8 X 3.375 X 5 X 1 SSE 16 G |
2.33 |
0.00 |
||
|
6.87 |
14.58 |
12.26 |
22.78 |
2.30 |
10.64 |
|||||
|
6.57 |
29.15 |
11.73 |
45.56 |
2.20 |
21.27 |
|||||
|
6.04 |
43.73 |
10.77 |
68.34 |
2.02 |
31.91 |
|||||
|
5.20 |
58.30 |
9.27 |
91.12 |
1.74 |
42.55 |
|||||
|
3.85 |
72.88 |
6.87 |
113.90 |
1.29 |
53.19 |
|||||
|
0.00 |
87.45 |
0.00 |
136.68 |
0.00 |
63.82 |
|||||
|
8 X 4 X 4 X 4 SSE 14 G |
3.88 |
0.00 |
8 X 3.375 X 5 X 1 SSE 13 G |
7.02 |
0.00 |
8 X 3.375 X 5 X 4 SSE 12 G |
12.44 |
0.00 |
||
|
3.83 |
11.51 |
6.92 |
17.62 |
12.26 |
21.21 |
|||||
|
3.66 |
23.02 |
6.61 |
35.23 |
11.73 |
42.43 |
|||||
|
3.36 |
34.54 |
6.08 |
52.85 |
10.77 |
63.64 |
|||||
|
2.89 |
46.05 |
5.23 |
70.47 |
9.27 |
84.86 |
|||||
|
2.14 |
57.56 |
3.88 |
88.08 |
6.87 |
106.07 |
|||||
|
0.00 |
69.07 |
0.00 |
105.70 |
0.00 |
127.28 |
|||||
|
8 X 4 X 4 X 4 SSE 15 G |
3.10 |
0.00 |
8 X 3.375 X 5 X 1 SSE 14 G |
3.90 |
0.00 |
8 X 3.375 X 5 X 4 SSE 13 G |
6.97 |
0.00 |
||
|
3.06 |
10.17 |
3.85 |
13.89 |
6.87 |
16.57 |
|||||
|
2.93 |
20.35 |
3.68 |
27.77 |
6.57 |
33.13 |
|||||
|
2.69 |
30.52 |
3.38 |
41.66 |
6.04 |
49.70 |
|||||
|
2.31 |
40.69 |
2.91 |
55.55 |
5.20 |
66.26 |
|||||
|
1.72 |
50.87 |
2.16 |
69.43 |
3.85 |
82.83 |
|||||
|
0.00 |
61.04 |
0.00 |
83.32 |
0.00 |
99.39 |
|||||
|
8 X 4 X 4 X 4 SSE 16 G |
2.32 |
0.00 |
8 X 3.375 X 5 X 1 SSE 15 G |
3.12 |
0.00 |
8 X 3.375 X 5 X 4 SSE 14 G |
3.88 |
0.00 |
||
|
2.28 |
8.80 |
3.08 |
12.50 |
3.83 |
13.16 |
|||||
|
2.18 |
17.59 |
2.94 |
24.99 |
3.66 |
26.31 |
|||||
|
2.01 |
26.39 |
2.70 |
37.49 |
3.36 |
39.47 |
|||||
|
1.73 |
35.19 |
2.33 |
49.98 |
2.89 |
52.63 |
|||||
|
1.28 |
43.98 |
1.73 |
62.48 |
2.14 |
65.78 |
|||||
|
0.00 |
52.78 |
0.00 |
74.97 |
0.00 |
78.94 |
VI-D-2 |
15 October 1998 |
Combined Shear and Bending1,2,3,4,5,6,7,8
Single Slope Eave Strut Sections
|
Section |
V |
M |
Section |
V |
M |
Section |
V |
M |
||
|
kips |
kip-in. |
kips |
kip-in. |
kips |
kip-in. |
|||||
|
8 X 3.375 X 5 X 4 SSE 15 G |
3.10 |
0.00 |
7 X 4 X 4 X 1 SSE 14 G |
4.50 |
0.00 |
7 X 4 X 4 X 4 SSE 13 G |
8.04 |
0.00 |
||
|
3.06 |
11.88 |
4.44 |
10.47 |
7.93 |
12.16 |
|||||
|
2.93 |
23.77 |
4.25 |
20.95 |
7.58 |
24.31 |
|||||
|
2.69 |
35.65 |
3.90 |
31.42 |
6.96 |
36.47 |
|||||
|
2.31 |
47.54 |
3.36 |
41.89 |
5.99 |
48.63 |
|||||
|
1.72 |
59.42 |
2.49 |
52.36 |
4.45 |
60.79 |
|||||
|
0.00 |
71.31 |
0.00 |
62.84 |
0.00 |
72.94 |
|||||
|
8 X 3.375 X 5 X 4 SSE 16 G |
2.32 |
0.00 |
7 X 4 X 4 X 1 SSE 15 G |
3.60 |
0.00 |
7 X 4 X 4 X 4 SSE 14 G |
4.47 |
0.00 |
||
|
2.28 |
10.32 |
3.55 |
9.58 |
4.41 |
9.59 |
|||||
|
2.18 |
20.63 |
3.39 |
19.16 |
4.22 |
19.18 |
|||||
|
2.01 |
30.95 |
3.12 |
28.74 |
3.87 |
28.76 |
|||||
|
1.73 |
41.26 |
2.68 |
38.32 |
3.33 |
38.35 |
|||||
|
1.28 |
51.58 |
1.99 |
47.89 |
2.47 |
47.94 |
|||||
|
0.00 |
61.89 |
0.00 |
57.47 |
0.00 |
57.53 |
|||||
|
7 X 4 X 4 X 1 SSE 12 G |
12.44 |
0.00 |
7 X 4 X 4 X 1 SSE 16 G |
2.69 |
0.00 |
7 X 4 X 4 X 4 SSE 15 G |
3.58 |
0.00 |
||
|
12.26 |
17.20 |
2.65 |
8.20 |
3.53 |
8.77 |
|||||
|
11.73 |
34.41 |
2.53 |
16.40 |
3.37 |
17.53 |
|||||
|
10.77 |
51.61 |
2.33 |
24.60 |
3.10 |
26.30 |
|||||
|
9.27 |
68.82 |
2.00 |
32.80 |
2.67 |
35.07 |
|||||
|
6.87 |
86.02 |
1.49 |
41.00 |
1.98 |
43.84 |
|||||
|
0.00 |
103.23 |
0.00 |
49.20 |
0.00 |
52.60 |
|||||
|
7 X 4 X 4 X 1 SSE 13 G |
8.10 |
0.00 |
7 X 4 X 4 X 4 SSE 12 G |
12.44 |
0.00 |
7 X 4 X 4 X 4 SSE 16 G |
2.67 |
0.00 |
||
|
7.99 |
13.27 |
12.26 |
15.80 |
2.63 |
7.57 |
|||||
|
7.64 |
26.54 |
11.73 |
31.60 |
2.52 |
15.13 |
|||||
|
7.01 |
39.80 |
10.77 |
47.40 |
2.31 |
22.70 |
|||||
|
6.04 |
53.07 |
9.27 |
63.20 |
1.99 |
30.27 |
|||||
|
4.48 |
66.34 |
6.87 |
78.99 |
1.48 |
37.84 |
|||||
|
0.00 |
79.61 |
0.00 |
94.79 |
0.00 |
45.40 |
VI-D-3 |
15 October 1998 |
Combined Shear and Bending1,2,3,4,5,6,7,8
Single Slope Eave Strut Sections
|
Section |
V |
M |
Section |
V |
M |
Section |
V |
M |
||
|
kips |
kip-in. |
Kips |
kip-in. |
kips |
kip-in. |
|||||
|
6 X 4 X 4 X 1 SSE 12 G |
12.44 |
0.00 |
6 X 4 X 4 X 1 SSE 16 G |
3.17 |
0.00 |
6 X 4 X 4 X 4 SSE 15 G |
4.22 |
0.00 |
||
|
12.26 |
14.06 |
3.13 |
6.94 |
4.16 |
7.13 |
|||||
|
11.73 |
28.12 |
2.99 |
13.88 |
3.98 |
14.26 |
|||||
|
10.77 |
42.18 |
2.75 |
20.83 |
3.65 |
21.40 |
|||||
|
9.27 |
56.24 |
2.37 |
27.77 |
3.14 |
28.53 |
|||||
|
6.87 |
70.30 |
1.75 |
34.71 |
2.33 |
35.66 |
|||||
|
0.00 |
84.36 |
0.00 |
41.65 |
0.00 |
42.79 |
|||||
|
6 X 4 X 4 X 1 SSE 13 G |
8.15 |
0.00 |
6 X 4 X 4 X 4 SSE 12 G |
12.44 |
0.00 |
6 X 4 X 4 X 4 SSE 16 G |
3.15 |
0.00 |
||
|
8.04 |
10.83 |
12.26 |
12.90 |
3.11 |
6.35 |
|||||
|
7.68 |
21.65 |
11.73 |
25.80 |
2.97 |
12.70 |
|||||
|
7.06 |
32.48 |
10.77 |
38.69 |
2.73 |
19.05 |
|||||
|
6.07 |
43.30 |
9.27 |
51.59 |
2.35 |
25.39 |
|||||
|
4.51 |
54.13 |
6.87 |
64.49 |
1.74 |
31.74 |
|||||
|
0.00 |
64.95 |
0.00 |
77.39 |
0.00 |
38.09 |
|||||
|
6 X 4 X 4 X 1 SSE 14 G |
5.32 |
0.00 |
6 X 4 X 4 X 4 SSE 13 G |
8.15 |
0.00 |
|||||
|
5.25 |
8.53 |
8.04 |
9.91 |
|||||||
|
5.02 |
17.06 |
7.68 |
19.82 |
|||||||
|
4.61 |
25.59 |
7.06 |
29.73 |
|||||||
|
3.97 |
34.12 |
6.07 |
39.64 |
|||||||
|
2.94 |
42.66 |
4.51 |
49.55 |
|||||||
|
0.00 |
51.19 |
0.00 |
59.46 |
|||||||
|
6 X 4 X 4 X 1 SSE 15 G |
4.25 |
0.00 |
6 X 4 X 4 X 4 SSE 14 G |
5.28 |
0.00 |
|||||
|
4.19 |
7.80 |
5.20 |
7.80 |
|||||||
|
4.01 |
15.60 |
4.98 |
15.61 |
|||||||
|
3.68 |
23.39 |
4.57 |
23.41 |
|||||||
|
3.17 |
31.19 |
3.93 |
31.22 |
|||||||
|
2.35 |
38.99 |
2.92 |
39.02 |
|||||||
|
0.00 |
46.79 |
0.00 |
46.83 |
VI-D-4 |
15 October 1998 |