AISC Steel Manual Companion v16.0 vol 1 2023
$59.15
Companion to the AISC Steel Construction Manual Volume 1: Design Examples – Version 16.0
Published By | Publication Date | Number of Pages |
AISC | 2023 |
None
PDF Catalog
PDF Pages | PDF Title |
---|---|
5 | Preface |
6 | Acknowledgments |
7 | Table of Contents |
13 | Part I |
15 | Chapter A |
16 | References |
17 | Chapter B |
18 | References |
19 | Chapter C |
20 | Example C.1A |
25 | Example C.1B |
31 | Example C.1C |
37 | Chapter D |
38 | Example D.1 |
41 | Example D.2 |
44 | Example D.3 |
47 | Example D.4 |
50 | Example D.5 |
53 | Example D.6 |
56 | Example D.7 |
60 | Example D.8 |
63 | Example D.9 |
65 | Chapter E |
68 | Example E.1A |
70 | Example E.1B |
72 | Example E.1C |
74 | Example E.1D |
77 | Example E.1E |
84 | Example E.2 |
89 | Example E.3 |
94 | Example E.4A |
98 | Example E.4B |
100 | Example E.5 |
106 | Example E.6 |
113 | Example E.7 |
118 | Example E.8 |
123 | Example E.9 |
126 | Example E.10 |
131 | Example E.11 |
134 | Example E.12 |
140 | Example E.13 |
147 | Example E.14A |
151 | Example E.14B |
163 | Chapter F |
168 | Example F.1-1A |
170 | Example F.1-1B |
171 | Example F.1-2A |
172 | Example F.1-2B |
174 | Example F.1-3A |
176 | Example F.1-3B |
178 | Example F.2-1A |
180 | Example F.2-1B |
181 | Example F.2-2A |
182 | Example F.2-2B |
184 | Example F.3A |
186 | Example F.3B |
188 | Example F.4 |
190 | Example F.5 |
192 | Example F.6 |
194 | Example F.7A |
196 | Example F.7B |
199 | Example F.8A |
201 | Example F.8B |
204 | Example F.9A |
205 | Example F.9B |
207 | Example F.10 |
210 | Example F.11A |
213 | Example F.11B |
216 | Example F.11C |
223 | Example F.12 |
225 | Example F.13 |
227 | Example F.14 |
237 | Chapter G |
239 | Example G.1A |
240 | Example G.1B |
241 | Example G.2A |
242 | Example G.2B |
243 | Example G.3 |
245 | Example G.4 |
247 | Example G.5 |
249 | Example G.6 |
251 | Example G.7 |
253 | Example G.8A |
258 | Example G.8B |
261 | References |
263 | Chapter H |
264 | Example H.1A |
266 | Example H.1B |
268 | Example H.2 |
270 | Example H.3 |
274 | Example H.4 |
278 | Example H.5A |
280 | Example H.5B |
282 | Example H.5C |
287 | Example H.6 |
295 | References |
297 | Chapter I |
300 | Example I.1 |
313 | Example I.2 |
332 | Example I.3 |
343 | Example I.4 |
348 | Example I.5 |
350 | Example I.6 |
363 | Example I.7 |
379 | Example I.8 |
393 | Example I.9 |
400 | Example I.10 |
403 | Example I.11 |
419 | Example I.12 |
423 | Example I.13 |
432 | References |
433 | Chapter J |
434 | Example J.1 |
437 | Example J.2A |
439 | Example J.2B |
443 | Example J.3 |
445 | Example J.4A |
447 | Example J.4B |
449 | Example J.5 |
452 | Example J.6 |
456 | Example J.7 |
461 | Chapter K |
462 | Example K.1 |
471 | Example K.2 |
474 | Example K.3 |
479 | Example K.4 |
483 | Example K.5 |
488 | Example K.6 |
493 | Example K.7 |
499 | Example K.8 |
502 | Example K.9 |
505 | Example K.10 |
509 | References |
511 | Appendix 6 |
513 | Example A-6.1 |
516 | Example A-6.2 |
520 | Example A-6.3 |
524 | Example A-6.4 |
528 | Example A-6.5 |
533 | Example A-6.6 |
538 | References |
539 | Part II |
541 | Chapter IIA |
542 | Example II.A-1A |
554 | Example II.A-1B |
573 | Example II.A-1C |
580 | Example II.A-2A |
590 | Example II.A-2B |
604 | Example II.A-3 |
607 | Example II.A-4 |
615 | Example II.A-5 |
620 | Example II.A-6 |
637 | Example II.A-7 |
640 | Example II.A-8 |
652 | Example II.A-9 |
655 | Example II.A-10 |
662 | Example II.A-11A |
670 | Example II.A-11B |
681 | Example II.A-11C |
687 | Example II.A-12A |
691 | Example II.A-12B |
697 | Example II.A-13 |
700 | Example II.A-14 |
704 | Example II.A-15 |
708 | Example II.A-16 |
711 | Example II.A-17A |
720 | Example II.A-17B |
734 | Example II.A-17C |
740 | Example II.A-18 |
745 | Example II.A-19A |
753 | Example II.A-19B |
770 | Example II.A-20 |
776 | Example II.A-21 |
783 | Example II.A-22 |
790 | Example II.A-23 |
796 | Example II.A-24 |
798 | Example II.A-25 |
800 | Example II.A-26 |
803 | Example II.A-27 |
806 | Example II.A-28A |
816 | Example II.A-28B |
824 | Example II.A-29 |
833 | Example II.A-30 |
841 | Example II.A-31 |
849 | Chapter IIB |
850 | Example II.B-1 |
868 | Example II.B-2 |
875 | Example II.B-3 |
877 | References |
879 | Chapter IIC |
880 | Example II.C-1 |
894 | Example II.C-2 |
902 | Example II.C-3 |
913 | Chapter IID |
914 | Example II.D-1 |
926 | Example II.D-2 |
933 | Example II.D-3 |
941 | Part III |
942 | Introduction Conventions |
943 | Design Sequence |
944 | General Description |
946 | Roof Member Design and Selection |
948 | Select Roof Joists |
950 | Select Roof Beams |
952 | Select Roof Beams at the Ends |
955 | Select Roof Beams along Sides |
959 | Select Interior Roof Beams |
964 | Floor Member Design and Selection |
965 | Select Floor Beams Typical 45-ft-Long Beams |
970 | Typical 30 ft Beams |
976 | Typical N-S Edge Beams |
979 | Typical E-W Edge Girders |
983 | Typical E-W Interior Girders |
989 | Column Design and Selection |
996 | Typical Interior Leaning Columns |
998 | Typical Exterior Leaning Columns |
999 | Wind Load Determination |
1004 | Seismic Load Determination |
1017 | Moment Frame Model |
1021 | Calculation of Required Strength |
1022 | Method 1–Direct Analysis Method |
1027 | Method 2–Effective Length Method |
1032 | Method 3–Simplified Effective Length Method |
1035 | Beam Analysis in the Moment Frame |
1038 | Braced Frame Analysis |
1043 | Analysis of Drag Struts |
1046 | References |
1047 | Drawings |