Civil Engineering Reference
In-Depth Information
−382
−407
−1094
345
530
−537
561
410
−780
400
−529
527
903
−263
315
−357
−420
769
−623
1673
−1118
1738
916
419
526
605
(a)
909
547
−1428
−1553
−1274
−1218
137
−1308
−1001
−1261
184
−1365
−1062
741
685
−1501
138
675
669
−1551
148
684
−1009
893
715
−807
(b)
788
Figure 9.25
(a, b) Moment and axial force distribution due to live loads that cause
extreme compression at crown on one arch.
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