Two Span Capacities1,2,3,4,5,6,7,8,9
Continuously Braced
Z-Sections
|
Section |
Span |
Load |
Defl |
Int React |
End React |
Total Weight |
Span 1 |
Span 2 |
||
|
ft. |
lb/ft. |
in. |
kips |
kips |
lb |
|
|
|||
|
10 X 3.5 Z 12 G |
20 |
458 |
-0.62 |
11.86 |
3.23 |
296 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 12 G |
20 |
408 |
-0.58 |
10.48 |
2.93 |
284 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 12 G |
22 |
384 |
-0.77 |
10.92 |
2.99 |
322 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 12 G |
22 |
327 |
-0.69 |
9.23 |
2.59 |
309 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 12 G |
24 |
327 |
-0.94 |
10.10 |
2.79 |
348 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 12 G |
24 |
267 |
-0.81 |
8.20 |
2.31 |
335 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 12 G |
25 |
295 |
-1.00 |
9.50 |
2.63 |
360 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 12 G |
25 |
243 |
-0.87 |
7.77 |
2.19 |
348 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 12 G |
28 |
223 |
-1.21 |
8.01 |
2.23 |
399 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 12 G |
28 |
187 |
-1.06 |
6.67 |
1.89 |
386 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 12 G |
30 |
187 |
-1.35 |
7.21 |
2.01 |
425 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 12 G |
30 |
160 |
-1.21 |
6.12 |
1.75 |
412 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 12 G |
32 |
160 |
-1.51 |
6.58 |
1.84 |
450 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 12 G |
32 |
139 |
-1.37 |
5.65 |
1.62 |
437 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 12 G |
35 |
129 |
-1.76 |
5.77 |
1.63 |
489 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 12 G |
35 |
113 |
-1.61 |
5.03 |
1.44 |
476 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 12 G |
37 |
113 |
-1.94 |
5.34 |
1.51 |
514 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 12 G |
37 |
100 |
-1.79 |
4.69 |
1.35 |
501 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 12 G |
40 |
93 |
-2.21 |
4.77 |
1.35 |
553 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 12 G |
40 |
84 |
-2.06 |
4.24 |
1.22 |
540 |
0 |
2 |
2 |
0 |
III-J-10 |
15 October 1998 |
Two Span Capacities1,2,3,4,5,6,7,8,9
Continuously Braced
Z-Sections
|
Section |
Span |
Load |
Defl |
Int React |
End React |
Total Weight |
Span 1 |
Span 2 |
||
|
ft. |
lb/ft. |
in. |
kips |
kips |
lb |
|
|
|||
|
10 X 3.5 Z 13 G |
20 |
347 |
-0.58 |
8.97 |
2.45 |
240 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 13 G |
20 |
296 |
-0.52 |
7.59 |
2.12 |
230 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 13 G |
22 |
294 |
-0.72 |
8.35 |
2.29 |
261 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 13 G |
22 |
240 |
-0.62 |
6.76 |
1.90 |
250 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 13 G |
24 |
241 |
-0.85 |
7.46 |
2.06 |
281 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 13 G |
24 |
199 |
-0.74 |
6.12 |
1.73 |
271 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 13 G |
25 |
219 |
-0.91 |
7.05 |
1.95 |
292 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 13 G |
25 |
182 |
-0.80 |
5.83 |
1.65 |
281 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 13 G |
28 |
167 |
-1.11 |
6.00 |
1.67 |
323 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 13 G |
28 |
143 |
-1.00 |
5.09 |
1.45 |
313 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 13 G |
30 |
142 |
-1.26 |
5.48 |
1.53 |
344 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 13 G |
30 |
123 |
-1.14 |
4.69 |
1.34 |
333 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 13 G |
32 |
122 |
-1.42 |
5.02 |
1.41 |
364 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 13 G |
32 |
106 |
-1.29 |
4.32 |
1.23 |
354 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 13 G |
35 |
99 |
-1.67 |
4.45 |
1.26 |
395 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 13 G |
35 |
88 |
-1.54 |
3.91 |
1.12 |
385 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 13 G |
37 |
88 |
-1.85 |
4.14 |
1.17 |
416 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 13 G |
37 |
78 |
-1.71 |
3.65 |
1.05 |
406 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 13 G |
40 |
73 |
-2.13 |
3.74 |
1.06 |
447 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 13 G |
40 |
66 |
-2.00 |
3.34 |
0.96 |
437 |
0 |
2 |
2 |
0 |
III-J-11 |
15 October 1998 |
Two Span Capacities1,2,3,4,5,6,7,8,9
Continuously Braced
Z-Sections
|
Section |
Span |
Load |
Defl |
Int React |
End React |
Total Weight |
Span 1 |
Span 2 |
||
|
ft. |
lb/ft. |
in. |
kips |
kips |
lb |
|
|
|||
|
10 X 3.5 Z 14 G |
20 |
240 |
-0.48 |
6.22 |
1.70 |
198 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 14 G |
20 |
197 |
-0.42 |
5.05 |
1.41 |
189 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 14 G |
22 |
196 |
-0.58 |
5.57 |
1.53 |
215 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 14 G |
22 |
163 |
-0.51 |
4.60 |
1.29 |
206 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 14 G |
24 |
163 |
-0.69 |
5.03 |
1.39 |
232 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 14 G |
24 |
137 |
-0.61 |
4.20 |
1.18 |
223 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 14 G |
25 |
148 |
-0.75 |
4.78 |
1.32 |
240 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 14 G |
25 |
126 |
-0.67 |
4.02 |
1.14 |
232 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 14 G |
28 |
116 |
-0.93 |
4.16 |
1.16 |
266 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 14 G |
28 |
100 |
-0.85 |
3.56 |
1.01 |
257 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 14 G |
30 |
99 |
-1.07 |
3.83 |
1.07 |
283 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 14 G |
30 |
86 |
-0.97 |
3.30 |
0.94 |
274 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 14 G |
32 |
86 |
-1.21 |
3.53 |
0.99 |
300 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 14 G |
32 |
76 |
-1.11 |
3.08 |
0.88 |
292 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 14 G |
35 |
71 |
-1.43 |
3.16 |
0.89 |
326 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 14 G |
35 |
63 |
-1.33 |
2.79 |
0.80 |
317 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 14 G |
37 |
62 |
-1.59 |
2.95 |
0.83 |
343 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 14 G |
37 |
56 |
-1.48 |
2.62 |
0.75 |
334 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 14 G |
40 |
53 |
-1.85 |
2.68 |
0.76 |
368 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 14 G |
40 |
47 |
-1.74 |
2.41 |
0.69 |
360 |
0 |
2 |
2 |
0 |
III-J-12 |
15 October 1998 |
Two Span Capacities1,2,3,4,5,6,7,8,9
Continuously Braced
Z-Sections
|
Section |
Span |
Load |
Defl |
Int React |
End React |
Total Weight |
Span 1 |
Span 2 |
||
|
ft. |
lb/ft. |
in. |
kips |
kips |
lb |
|
|
|||
|
10 X 3.5 Z 15 G |
20 |
201 |
-0.44 |
5.21 |
1.42 |
184 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 15 G |
20 |
167 |
-0.38 |
4.29 |
1.20 |
176 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 15 G |
22 |
166 |
-0.53 |
4.72 |
1.29 |
199 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 15 G |
22 |
139 |
-0.47 |
3.92 |
1.10 |
191 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 15 G |
24 |
138 |
-0.64 |
4.28 |
1.18 |
215 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 15 G |
24 |
117 |
-0.57 |
3.60 |
1.01 |
207 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 15 G |
25 |
127 |
-0.69 |
4.09 |
1.13 |
223 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 15 G |
25 |
109 |
-0.62 |
3.47 |
0.98 |
215 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 15 G |
28 |
100 |
-0.87 |
3.59 |
1.00 |
247 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 15 G |
28 |
86 |
-0.79 |
3.09 |
0.88 |
239 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 15 G |
30 |
86 |
-0.99 |
3.31 |
0.93 |
263 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 15 G |
30 |
75 |
-0.91 |
2.87 |
0.82 |
255 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 15 G |
32 |
75 |
-1.13 |
3.07 |
0.86 |
279 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 15 G |
32 |
66 |
-1.04 |
2.68 |
0.77 |
271 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 15 G |
35 |
62 |
-1.34 |
2.76 |
0.78 |
302 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 15 G |
35 |
55 |
-1.25 |
2.44 |
0.70 |
295 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 15 G |
37 |
55 |
-1.50 |
2.58 |
0.73 |
318 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 15 G |
37 |
49 |
-1.40 |
2.30 |
0.66 |
310 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 15 G |
40 |
46 |
-1.74 |
2.34 |
0.67 |
342 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 15 G |
40 |
42 |
-1.64 |
2.11 |
0.61 |
334 |
0 |
2 |
2 |
0 |
III-J-13 |
15 October 1998 |
Two Span Capacities1,2,3,4,5,6,7,8,9
Continuously Braced
Z-Sections
|
Section |
Span |
Load |
Defl |
Int React |
End React |
Total Weight |
Span 1 |
Span 2 |
||
|
ft. |
lb/ft. |
in. |
kips |
kips |
lb |
|
|
|||
|
10 X 3.5 Z 16 G |
20 |
159 |
-0.38 |
4.11 |
1.12 |
167 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 16 G |
20 |
134 |
-0.33 |
3.43 |
0.96 |
159 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 16 G |
22 |
132 |
-0.47 |
3.75 |
1.03 |
181 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 16 G |
22 |
112 |
-0.42 |
3.17 |
0.89 |
174 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 16 G |
24 |
111 |
-0.56 |
3.44 |
0.95 |
195 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 16 G |
24 |
96 |
-0.51 |
2.93 |
0.83 |
188 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 16 G |
25 |
103 |
-0.61 |
3.30 |
0.91 |
203 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 16 G |
25 |
88 |
-0.56 |
2.83 |
0.80 |
195 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 16 G |
28 |
81 |
-0.78 |
2.92 |
0.81 |
224 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 16 G |
28 |
71 |
-0.71 |
2.54 |
0.72 |
217 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 16 G |
30 |
71 |
-0.90 |
2.72 |
0.76 |
239 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 16 G |
30 |
62 |
-0.83 |
2.38 |
0.68 |
231 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 16 G |
32 |
62 |
-1.03 |
2.54 |
0.71 |
253 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 16 G |
32 |
55 |
-0.95 |
2.23 |
0.64 |
246 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 16 G |
35 |
51 |
-1.23 |
2.30 |
0.65 |
275 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 16 G |
35 |
46 |
-1.15 |
2.04 |
0.58 |
267 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 16 G |
37 |
45 |
-1.37 |
2.15 |
0.61 |
289 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 16 G |
37 |
41 |
-1.30 |
1.93 |
0.56 |
282 |
0 |
2 |
2 |
0 |
|
10 X 3.5 Z 16 G |
40 |
39 |
-1.61 |
1.97 |
0.56 |
310 |
0 |
3 |
3 |
0 |
|
10 X 3.5 Z 16 G |
40 |
35 |
-1.53 |
1.78 |
0.51 |
303 |
0 |
2 |
2 |
0 |
III-J-14 |
15 October 1998 |
Two Span Capacities1,2,3,4,5,6,7,8,9
Continuously Braced
Z-Sections
|
Section |
Span |
Load |
Defl |
Int React |
End React |
Total Weight |
Span 1 |
S | ||